Appendix B
Geotechnical Data
1
2
3
6
5
4
A
12A-0481
12E-0369
12E-0368
12E-0367
REMOVAL AREA
BOUNDARY
12E-0366
12E-0365
11B-0351
B
11B-0350
11B-0343
11B-0338
11B-0344
11B-0339
11B-0340
LPRT11G
NO DREDGE
ZONE
11B-0333
11B-0335
11B-0330
11B-0329
C
11B-0325
REMOVAL AREA
BOUNDARY
11B-0334
11B-0326
08A-0067
11B-0331
11B-0327
LPRT11E
11B-0322
11B-0323
11B-0318
11B-0319
11B-0316
11B-0313
11B-0314
11B-0312
D
11B-0310
NOTES
1. Sediment sampling locations and analytical data provided in
River Mile 10.9 Characterization Program Summary, Lower Passaic River Study Area,
CH2M HILL & AECOM, April 19, 2012
2. Removal Area Boundary shown is based on regulatory accepted limits of contaminated
sediment and are not to be interpreted as the boundary of dredging
SEDIMENT SAMPLING LOCATION
N
VERIFY SCALE
BAR IS ONE INCH ON
80
0
80
ORIGINAL DRAWING.
160
0
1"
DATE FEBRUARY 25, 2013
SCALE 1" = 160’
PRJ LOWER PASSAIC RIVER
DWG C-3
DWG
Appendix B, p. 1 of 266
SHEET
FILENAME: C03_SampleLocs.dgn
PLOT DATE:
FEB 25, 2013
PLOT TIME:
5 of 27
12:39
Core ID: 11B-0310-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/4/2011 7:39:00 AM
Date Completed: 10/4/2011 9:20:00 AM
River Mile: 10.77
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
11B-0310-C1AAS
11B-0310-C1ABS
11B-0310-C1ACS
11B-0310-C1ADS
11B-0310-C1AES
11B-0310-C1AFS
11B-0310-C1AGS
11B-0310-C1AHS
11B-0310-C1AIS
11B-0310-C1AJS
11B-0310-C1AKS
11B-0310-C1ALS
11B-0310-C1AMS
11B-0310-C1ANS
11B-0310-C1AOS
11B-0310-C1APS
11B-0310-C1AQS
11B-0310-C1ARS
11B-0310-C1ASS
11B-0310-C1ATS
11B-0310-C1AUS
11B-0310-C1AVS
11B-0310-C1AWS
11B-0310-C1AXS
11B-0310-C1AYS
11B-0310-C1AZS
11B-0310-C1BAS
11B-0310-C1BBS
11B-0310-C1BCS
11B-0310-C1BDS
11B-0310-C1BES
11B-0310-C1BFS
11B-0310-C1BGS
11B-0310-C1BHS
11B-0310-C1BIS
11B-0310-C1BJS
11B-0310-C1BKS
11B-0310-C1BLS
11B-0310-C1BMS
11B-0310-C1BNS
11B-0310-C1BOS
11B-0310-C1BPS
11B-0310-C1BQS
11B-0310-C1BRS
11B-0310-C1BSS
11B-0310-C1BTS
11B-0310-C1BUS
11B-0310-C1BVS
Sample
Interval
PID
(ppm)
0 - 0.25
0.25 - 0.5
0.5 - 0.75
0.75 - 1
1 - 1.25
1.25 - 1.5
1.5 - 1.75
1.75 - 2
2 - 2.25
2.25 - 2.5
2.5 - 2.75
2.75 - 3
3 - 3.25
3.25 - 3.5
3.5 - 3.75
3.75 - 4
4 - 4.25
4.25 - 4.5
4.5 - 4.75
4.75 - 5
5 - 5.25
5.25 - 5.5
5.5 - 5.75
5.75 - 6
6 - 6.25
6.25 - 6.5
6.5 - 6.75
6.75 - 7
7 - 7.25
7.25 - 7.5
7.5 - 7.75
7.75 - 8
8 - 8.25
8.25 - 8.5
8.5 - 8.75
8.75 - 9
9 - 9.25
9.25 - 9.5
9.5 - 9.75
9.75 - 10
10 10.25
10.25 10.5
10.5 10.75
10.75 11
11 11.25
11.25 11.5
11.5 11.75
11.75 -
0
0
0
0.2
0.3
0.1
0.5
0.5
1.0
0.9
1.2
1.9
1.4
0.9
0.8
1.8
1.7
6.2
0.1
0.8
0.3
0.4
1.2
2.2
0.6
0.2
1.5
4.5
0.9
1.7
2.9
0.2
0.4
0.1
0.1
0.1
0.5
0.3
1.2
0.7
1.1
0.6
1.8
0.8
2.9
1.2
0.1
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 14 ft
Recovery Depth: 14 ft
Processed Length: 11.89 ft
Water Depth: 6.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0.008
0.005
0.006
0.008
0.005
0.008
0.006
0.013
0.012
0.016
0.004
0.024
0.005
0.011
0.011
0.009
0.007
0.004
0.011
0.013
0.008
0.012
0.013
0.007
0.005
0.013
0.017
0.006
0.006
0.006
0.004
0.003
0.003
0.003
0.004
0.005
0.013
0.013
0.005
0.015
0.005
0.015
0.011
0.005
0.004
0
0
Sediment Description
OL
SILT, some organics, some clay, (7.5YR 3/1) very dark gray,
low plasticity, soft, wet, layer of organics (leaves) at 0.8
OL
Clayey SILT, some organics, (10YR 2/1) black, medium
plasticity, medium dense, moist
3
ML
OL
OL
4
SM
OL
SILT, some fine sand, (7.5YR 2.5/1) black, low plasticity,
dense, moist
Clayey SILT, (10YR 2/1) black, medium plasticity, firm, moist
Clayey SILT, (10YR 3/1) very dark gray, medium plasticity,
firm, moist
Fine SAND, trace silt, (10YR 3/2) very dark grayish brown,
moist, homogenous, organic layer (leaves) @ 3.86.
Clayey SILT, (10YR 2/1) black, medium plasticity, firm, moist,
organics @ 5.25.
1
2
5
SM
OL
Fine SAND, some silt, (10YR 3/2) very dark grayish brown,
moist, homogenous
Clayey SILT, (10YR 2/1) black, medium plasticity, firm, moist,
organics @ 5.84.
SM
Fine SAND, some silt, (10YR 3/2) very dark grayish brown,
moist, homogenous
Clayey SILT, some organics, (10YR 2/1) black, medium
plasticity, firm, moist
Fine SAND, some silt, (10YR 3/2) very dark grayish brown,
moist
Clayey SILT, (10YR 2/2) very dark brown, medium plasticity,
very stiff, moist, organics @ 10.30.
6
7
OL
SM
OL
8
9
10
SM
Fine SAND, some silt, some clay, (10YR 2/2) very dark brown,
dense, moist
SM
Fine SAND, some silt, (2.5YR 4/6) red, moist, homogenous
11
Remarks: High resolution core
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 2 of 266
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722597.27
Easting (NJSPNAD83): 592592.59
River Bottom Elevation NGVD: -5.2 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
End of logging: 11.89
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.81
23.0
0.30
B-C
4.04
24.4
0
C-D
4.04
26.0
0
Core ID: 11B-0310-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Sample ID
Sample
Interval
Page: 2
PID
(ppm)
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
Sediment Description
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11.89
Remarks: High resolution core
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 3 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 11B-0310-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/25/2011 7:55:00 AM
Date Completed: 10/25/2011 9:45:00 AM
River Mile: 10.77
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 14 ft
Recovery Depth: 14.3 ft
Processed Length: 13.92 ft
Water Depth: 11.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0310-C3AS
0 - 0.5
0
0
0
11B-0310-C3BS
0.5 - 1.5
0.5
0
0.008
1
11B-0310-C3CS
1.5 - 2.5
2.3
0
0.017
2
11B-0310-C3DS
2.5 - 3.5
0.3
0
0.008
3
4
11B-0310-C3ES
3.5 - 5.5
2.0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722600.39
Easting (NJSPNAD83): 592590.15
River Bottom Elevation NGVD: -5.8 ft
Weather: CLEAR
Logged By: HJones/EFyock
QC By: KvN/TW
Sediment Description
OL
SILT, some organics, trace clay, (10YR 3/1) very dark gray,
low plasticity, very soft to medium dense, saturated to moist,
lenses of silty fine sand at 0.55, 3.05-3.24; some black
staining with moderate HC odor 1.35-2.0, organic content
decreases after 2.0 with slight HC odor.
OL
Clayey SILT, trace organics, (2.5Y 3/1) very dark gray, low
plasticity, firm, moist, lenses of brown silty fine sand @
4.62-4.73, 4.86, 6.1-6.32; some organics @ 4.8, 6.05.
OL
Clayey SILT, little fine sand, trace organics, (2.5Y 3/1) very
dark gray, low plasticity, firm, moist, organic layers at
8.62-8.95, 9.1-9.23, 9.7, 10.65-11.3; lenses of brown silty fine
sand 8.5, 8.95-9.1, 9.3, 9.95, 10.4; becomes soft @ 10.65;
lense of native red fine sand at 11.05.
SM
Fine silty SAND, (2.5YR 4/3) reddish brown, dense, moist,
homogenous, large rock @ 12.5-12.7.
0.005
5
6
11B-0310-C3FS
5.5 - 7.5
1.6
0
0.012
7
8
11B-0310-C3GS
7.5 - 9.5
1.6
0
0.004
9
10
11B-0310-C3HS
9.5 11.76
1.4
0
0.006
11
12
11B-0310-C3IS
11.76 13.75
0
0
0
13
End of logging: 13.92
Remarks: Gap/void at top of liner in segment D-E; Sediment length adjusted.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 4 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.66
23.2
0.43
B-C
4.04
25.0
0
C-D
4.06
26.0
0
D-E
2.16
19.2
0
Core ID: 11B-0310-C5
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/25/2011 9:29:00 AM
Date Completed: 10/25/2011 12:15:00 PM
River Mile: 10.77
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.5 ft
Recovery Depth: 4.7 ft
Processed Length: 3.95 ft
Water Depth: 10 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
11B-0310-C5AS
0 - 0.5
0
0
0.008
11B-0310-C5BS
0.5 - 1.5
0.1
0
0.011
1
11B-0310-C5CS
1.5 - 2.5
4.4
0
0.010
2
11B-0310-C5DS
2.5 - 3.5
0.4
0
0.014
3
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722601.45
Easting (NJSPNAD83): 592595.67
River Bottom Elevation NGVD: -5.7 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
USCS
Sediment Description
OL
SILT, some organics, trace clay, (10YR 3/1) very dark gray,
low plasticity, very soft to medium stiff, wet to moist, lenses of
silty fine sand @ 1.1 & 2.64, some black staining with slight
HC odor 1.6-2.54, organic content decreases with depth.
End of logging: 3.95
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 5 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.95
23.2
0.12
Core ID: 11B-0312-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 11/3/2011 11:47:00 AM
Date Completed: 11/3/2011 3:29:00 PM
River Mile: 10.78
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13.8 ft
Recovery Depth: 13.9 ft
Processed Length: 3.42 ft
Water Depth: 5.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
11B-0312-C1AS
0 - 0.5
0
0
0.005
11B-0312-C1BS
0.5 - 1.5
0.4
0
0.008
1
11B-0312-C1CS
1.5 - 2.5
0.6
0
0.010
2
11B-0312-C1DS
2.5 - 3.5
0.1
0
0.005
3
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722679.45
Easting (NJSPNAD83): 592634.16
River Bottom Elevation NGVD: -4.5 ft
Weather: CLOUDY
Logged By: HJones/EFyock
QC By: KvN/JAH
USCS
Sediment Description
OL
SILT, some organics, trace fine sand, (10YR 3/1) very dark
gray, low plasticity, very soft to stiff, saturated to moist, plastic
debris @ 0.5, organics & fine sand content decrease with
depth, grades to clayey silt, some black staining w/ slight HC
odor 1.17-1.28, 1.65-2.4, 3.35-3.42.
End of logging: 3.42
Remarks: Only the A-B segment was processed.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 6 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.42
20.4
0.21
Core ID: 11B-0312-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 11/3/2011 12:46:00 PM
Date Completed: 11/3/2011 2:51:00 PM
River Mile: 10.78
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 17 ft
Recovery Depth: 16.3 ft
Processed Length: 15.88 ft
Water Depth: 6.2 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0312-C2AS
0 - 0.5
0
0
0.021
11B-0312-C2BS
0.5 - 1.5
1.5
0
0.017
1
11B-0312-C2CS
1.5 - 2.5
0.5
0
0.008
2
11B-0312-C2DS
2.5 - 3.5
0.6
0
0.008
3
USCS
Sediment Description
OL
SILT, some organics, trace fine sand, (10YR 3/1) very dark
gray, low plasticity, very soft to stiff, saturated to moist,
organic and fine sand content decreases with depth, grades to
clayey silt, some black staining with slight HC odor 1.6-2.2 &
3.3-3.5, lenses of silty fine sand at 2.27 & 3.26.
OL
Clayey SILT, trace organics, (10YR 3/1) very dark gray, low
plasticity, stiff, moist, lense of brown silty fine sand @ 4.42,
some black staining @ 5.3.
6
SM
OM-OL
7
OL
Fine silty SAND, (10YR 3/1) very dark gray, moist, poorly
graded, homogenous
Clayey SILT and organics, (10YR 3/1) very dark gray, low
plasticity, very stiff, moist, interbedded layers
Clayey SILT, some organics, low plasticity, very stiff, moist,
organic layer @ 7.51.
8
OL
Clayey SILT, trace organics, (10YR 3/1) very dark gray, low
plasticity, very stiff, moist, lenses of brown silty fine sand @
8.91, 9.14, 9.6-9.7, 9.87.
SM
Fine to medium, silty SAND, trace clay, trace organics, (10YR
2/1) black, dense, wet, slight HC odor, hydrocarbon staining,
metal debris @ 11.3.
SM
Fine silty SAND, trace organics, (10YR 3/1) very dark gray,
very dense, moist, slight HC odor, poorly graded, homogenous
Fine silty SAND, (10YR 2/1) black, dense, wet, slight HC odor,
poorly graded
Clayey SILT, trace organics, (N 2.5/) black, low plasticity, very
stiff, moist, moderate HC odor, black staining throughout,
lense of dark brown silty fine sand 13.06-13.25.
Fine silty SAND, (5YR 4/3) reddish brown, very dense, moist,
homogenous
4
11B-0312-C2ES
3.5 - 5.5
0.4
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722679.33
Easting (NJSPNAD83): 592632.04
River Bottom Elevation NGVD: -4.5 ft
Weather: CLOUDY
Logged By: HJones/EFyock
QC By: KvN/JAH
0.005
5
11B-0312-C2FS
11B-0312-C2GS
5.5 - 7.5
7.5 - 9.5
16.8
0.3
0
0
0.019
0.010
9
10
11B-0312-C2HS
9.5 - 11.5
0.3
0
0.013
11
12
11B-0312-C2IS
11.5 13.25
2.7
0
0.006
SM
OL
13
SM
14
11B-0312-C2JS
13.25 15.88
0
0
0
15
End of logging: 15.88
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 7 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.90
23.4
0.15
B-C
4.05
24.2
0
C-D
3.99
26.8
0
D-E
3.94
32.4
0
Core ID: 11B-0313-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/15/2011 12:57:00 PM
Date Completed: 9/15/2011 12:57:00 PM
River Mile: 10.79
Sample ID
Sample
Interval
PID
(ppm)
11B-0313-C2AS
0 - 0.5
0
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0313-C2BS
0.5 - 1.5
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 11 ft
Recovery Depth: 10.3 ft
Processed Length: 8.2 ft
Water Depth: 14.8 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
1
11B-0313-C2CS
1.5 - 2.5
0
0
0.007
2
11B-0313-C2DS
2.5 - 3.5
0.2
0
0.019
3
4
11B-0313-C2ES
3.5 - 5.5
0
0
USCS
Sediment Description
OL
SILT with abundant organics (leaves, sticks), (10YR 2/1)
black, very soft, saturated, trace fine sand, chemical odor
(sulfur/rotten egg)
SM
SILTY SAND, very fine to fine sand, trace organics, (10YR
2/2) very dark brown, loose, wet, grades to silt
OL
SILT, trace fine sand and clay, (10YR 2/2) very dark brown,
very soft to soft, wet
SM
SILTY SAND as above, (10YR 2/2) very dark brown, loose,
wet
CL
SILTY CLAY, (10YR 2/1) black, low to medium plasticity, soft
to firm, wet, organics at 2.9-3.0, sand lense at 3.2-3.3,
pressed cardboard or paper at 3.4-3.6'
SP
SM-SP
SAND, (7.5YR 2.5/2) very dark brown, very fine to fine gr,
dense, moist, little silt
SAND, very fine to fine gr, (10YR 2/2) very dark brown, dense,
moist, organic silt layers 3.78-4.01, 4.4-4.5, 5.1-5.5, sand
grades to medium to coarse, angular grains
CL
CLAY, with interbedded fine sand layers, (N 2.5/ black), low to
med plasticity, soft to firm, moist, 6.2-6.3 red-gray clay
inclusion
SW
SAND, (10YR 3/4) dark brown, dense, moist, subangular, well
graded, transition layer of fine-coarse sand
SP
SAND, very fine gr, (5YR 3/3) dark reddish brown, dense,
moist, subrounded gravel, med to coarse, little to trace silt
0.020
0.000
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722762.67
Easting (NJSPNAD83): 592586.43
River Bottom Elevation NGVD: -10.4 ft
Weather: RAIN 67
Logged By: TWatson/EFyock
QC By: TW
0.004
5
11B-0313-C2FS
5.5 - 6.6
0
0
0.003
6
7
11B-0313-C2GS
6.6 - 8.2
0
0
0
8
End of logging: 8.2
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 8 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.78
23.8
0.21
B-C
4.42
36.6
Core ID: 11B-0313-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/15/2011 2:23:00 PM
Date Completed: 9/15/2011 2:23:00 PM
River Mile: 10.79
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0313-C3AS
Sample
Interval
0 - 0.5
PID
(ppm)
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.5 ft
Recovery Depth: 4.2 ft
Processed Length: 3.95 ft
Water Depth: 12.4 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722759.93
Easting (NJSPNAD83): 592589.37
River Bottom Elevation NGVD: -9.1 ft
Weather: DRIZZLE 68
Logged By: TWatson/EFyock
QC By: TW
Sediment Description
OL
SILT with abundant organics (leaves), trace fine sand, (10YR
2/2) very dark brown, saturated, sulfur odor
OL
SILT with little to some clay, (10YR 2/2) very dark brown, soft,
wet to moist, little fine sand
CL
CLAY, little to trace fine sand and silt, (10YR 2/1) black, low to
med plasticity, firm, moist
0
11B-0313-C3BS
0.5 - 1.5
0
0
0.004
1
11B-0313-C3CS
1.5 - 2.5
0
0
0.006
2
11B-0313-C3DS
2.5 - 3.5
0
0
0.004
3
End of logging: 3.95
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 9 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.95
24.4
0.13
Core ID: 11B-0314-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/15/2011 7:54:00 AM
Date Completed: 9/15/2011 7:54:00 AM
River Mile: 10.8
Sample ID
Sample
Interval
PID
(ppm)
11B-0314-C1AS
0 - 0.5
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 19.5 ft
Recovery Depth: 18.6 ft
Processed Length: 11.7 ft
Water Depth: 5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
USCS
OL
0.011
SM
11B-0314-C1BS
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0314-C1CS
11B-0314-C1DS
0.5 - 1.5
1.5 - 2.5
2.5 - 3.5
0
0
0
0
0
0
0.012
0.026
0.016
1
3.5 - 5.5
1.1
0
Sediment Description
SILT with fine sand, trace organics, (10YR 2/1) black, loose,
saturated, slight HC odor, thin film silt at top, ~1/4" layer red
fine sand at 0.2'
SILTY SAND, very fine to fine gr, (10YR 2/1) black, loose to
dense, wet, moderate HC odor, hydrocarbon staining
OL
SILT, little clay, trace fine sand, (N 2.5) black, soft to firm, wet,
strong HC odor, hydrocarbon stained
CL
CLAY, little silt, (N 2.5) black, low to medium plasticity, firm,
wet, strong HC odor
CL
CLAY with little to some silt, (10YR 2/1) black, medium
plasticity, firm, wet to moist, moderate HC odor, hydrocarbon
staining, black staining @3.7-4.2, 4.5-4.9, thin, fine sand lense
@ 5.6-5.9, 1.5" black stained organic layer (OM) @ 6.6; thin
organic layer @ 7.5.
CL
CLAY as above, (10YR 2/1) black, firm, little silt, low to med
plasticity, moist. slight HC odor, thin fine sand lense at 8.2-8.3'
2
3
4
11B-0314-C1ES
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722761.75
Easting (NJSPNAD83): 592683.67
River Bottom Elevation NGVD: -2.6 ft
Weather: SUNNY 70
Logged By: TWatson/EFyock
QC By: TW
0.014
5
6
11B-0314-C1FS
5.5 - 7.5
0.02
0
0.019
7
8
11B-0314-C1GS
7.5 - 9.5
0
0
0
9
11B-0314-C1HS
9.5 - 10.9
0
0
0
10
11
VOID
3" ROCK / PIECE OF CONCRETE, water in liner at 9.4-9.75'
SP
SAND, (2.5YR 3/1) dark reddish gray, dense to medium very
fine to fine gr, dense, moist, few silt lenses, 10.7-10.85 very
firm gray clay lense
ML
SILT, (7.5YR 4/4) brown, very stiff, non plastic, dry to moist
End of logging: 11.7
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 10 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.7
24.2
0.35
B-C
4.05
24.2
C-D
4.01
28.6
Core ID: 11B-0314-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/15/2011 9:13:00 AM
Date Completed: 9/15/2011 9:13:00 AM
River Mile: 10.8
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0314-C2AS
11B-0314-C2BS
Sample
Interval
0 - 0.5
0.5 - 1.5
PID
(ppm)
0
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 16 ft
Recovery Depth: 15.8 ft
Processed Length: 3.76 ft
Water Depth: 6.9 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722765.45
Easting (NJSPNAD83): 592687.79
River Bottom Elevation NGVD: -2.5 ft
Weather: CLOUDY 70
Logged By: TWatson/EFyock
QC By: TW
Sediment Description
OL
SILT with organics, little to some fine sand, (10YR 2/1) black,
soft, saturated, moderate HC odor
OL
SILT as above with interbedded very fine to fine sand lenses,
wet, slight HC odor
CL
CLAY, (N 2.5) black, low plasticity, soft to very soft, wet,
strong HC odor, black hydrocarbon staining, little to trace silt
and fine sand, more firm with depth.
0.010
0
1
11B-0314-C2CS
1.5 - 2.5
0.1
0
0.007
2
11B-0314-C2DS
2.5 - 3.5
0
0
0.019
3
End of logging: 3.76
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 11 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.76
24.4
0.24
B-C
4
C-D
4
D-E
3.8
Core ID: 11B-0314-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/15/2011 10:23:00 AM
Date Completed: 9/15/2011 10:23:00 AM
River Mile: 10.8
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0314-C3AS
11B-0314-C3BS
Sample
Interval
0 - 0.5
0.5 - 1.5
PID
(ppm)
0
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.8 ft
Recovery Depth: 4.8 ft
Processed Length: 3.96 ft
Water Depth: 6.9 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722760.37
Easting (NJSPNAD83): 592687.36
River Bottom Elevation NGVD: -2.3 ft
Weather: CLOUDY 73
Logged By: TWatson/EFyock
QC By: TW
Sediment Description
OL
SILT with fine sand, some to little organics, (10YR 2/1) black,
very soft, saturated, slight HC odor
SM
SILTY SAND, very fine to fine gr, little to trace organics,
(10YR 2/1) black, loose to dense, wet, slight HC odor
CL
CLAY, little silt, (N 2.5) black, low to med plasticity, soft to
firm, wet, strong HC odor, hydrocarbon staining throughout
0.000
0.003
1
11B-0314-C3CS
1.5 - 2.5
0.1
0
0.016
2
11B-0314-C3DS
2.5 - 3.5
0.2
0
0.016
3
End of logging: 3.96
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 12 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.96
25.2
0.08
Core ID: 11B-0316-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/17/2011 2:07:00 PM
Date Completed: 10/17/2011 7:00:00 PM
River Mile: 10.82
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
11B-0316-C2AS
Sample
Interval
0 - 0.5
PID
(ppm)
1.5
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 7.8 ft
Recovery Depth: 7.5 ft
Processed Length: 0.5 ft
Water Depth: 6.2 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722846.39
Easting (NJSPNAD83): 592725.14
River Bottom Elevation NGVD: -3 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
USCS
Sediment Description
OL
Clayey SILT, trace organics, (N 2.5/) black, low plasticity, very
soft, saturated, strong HC odor, hydrocarbon staining,
moderate HC sheen.
0.007
End of logging: 0.5
Remarks: Only top 0.5 ft of segment A-B processed.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 13 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
4
23.0
0.16
Core ID: 11B-0316-C4
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/17/2011 3:48:00 PM
Date Completed: 10/17/2011 5:15:00 PM
River Mile: 10.82
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 12.8 ft
Processed Length: 11.97 ft
Water Depth: 5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0316-C4AS
0 - 0.5
3.0
0
0.015
11B-0316-C4BS
0.5 - 1.5
1.4
0
0.015
1
11B-0316-C4CS
1.5 - 2.5
0.6
0
0.006
2
11B-0316-C4DS
2.5 - 3.5
1.3
0
0.007
3.5 - 5.5
1.3
0
USCS
Sediment Description
OL
Clayey SILT, trace organics, (N 2.5/) black, low plasticity, very
soft to soft, saturated, strong HC odor, hydrocarbon staining,
staining ends @ 2.4, moderate HC sheen at surface.
OL
Clayey SILT, trace organics, (2.5Y 3/1) very dark gray, low
plasticity, medium stiff, wet to moist, slight HC odor
OL
SM
Clayey SILT, (10YR 3/1) very dark gray, low plasticity, soft,
wet, slight HC odor
Fine silty SAND, (10YR 4/2) dark grayish brown, dense, wet,
slight HC odor, gray (Gley 4/5GY) silty/clayey vfine sand
lenses 4.27-4.51, 4.86-5.02; black staining 4.51-4.66, 5.6.
OL
Clayey SILT, some organics, (10YR 3/2) very dark grayish
brown, low plasticity, very stiff, moist, organics throughout,
wood frags @ 6.9, gray silty/clayey vfine sand lenses
interbedded from 7.1-7.74.
3
4
11B-0316-C4ES
0.006
5
6
11B-0316-C4FS
5.5 - 7.5
0.3
0
0.005
7
11B-0316-C4GS
7.5 - 8.8
0
0
0.004
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722851.97
Easting (NJSPNAD83): 592729.91
River Bottom Elevation NGVD: -3.2 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
8
OM-OL
SW
9
ML
SILT and Organics, trace clay, (10YR 3/1) very dark gray, low
plasticity, stiff, moist
Medium to coarse SAND, some fine to medium gravel, (10YR
4/1) dark gray, medium dense, wet, subangular
Clayey SILT, (2.5YR 5/3) reddish brown, low plasticity, stiff,
wet, clay content decreases with depth
10
11
End of logging: 11.97
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 14 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.92
23.6
0.08
B-C
3.99
28.2
0
C-D
4.06
34.6
0
Core ID: 11B-0318-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/6/2011 7:50:00 AM
Date Completed: 10/6/2011 9:40:00 AM
River Mile: 10.84
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 12.9 ft
Processed Length: 11.86 ft
Water Depth: 5.9 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0318-C1AS
0 - 0.5
0
0
0.007
11B-0318-C1BS
0.5 - 1.5
2.2
0
0.024
1
11B-0318-C1CS
1.5 - 2.5
1.0
0
0.015
2
11B-0318-C1DS
2.5 - 3.5
1.7
0
0.007
3
4
11B-0318-C1ES
3.5 - 5.5
1.0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722924.33
Easting (NJSPNAD83): 592776.92
River Bottom Elevation NGVD: -3.4 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
Sediment Description
OL
Clayey SILT, trace organics, (7.5YR 2.5/1) black, medium
plasticity, soft, wet to moist, moderate HC odor, medium stiff
@ 0.5, becomes stiff and color change (10YR 3/1) @ 3.49,
organic layer @ 3.6.
OL
Clayey SILT, trace organics, (7.5YR 2.5/1) black, medium
plasticity, stiff, moist, organic layer @ 4.3.
SM
Fine SAND, trace silt, (7.5YR 2.5/1) black, dense, moist,
homogenous, lense of red-brown clay @ 7-7.1.
OL
SM
Clayey SILT, (10YR 3/1) very dark gray, low plasticity, hard,
dry, wood frags @ 7.8.
Fine SAND, some silt, (10YR 3/1) very dark gray, dense,
moist
Silty CLAY, (2.5YR 4/4) reddish brown, medium plasticity, very
stiff, moist
0.010
5
6
11B-0318-C1FS
5.5 - 7.5
0
0
0.006
7
11B-0318-C1GS
7.5 - 8.5
0
0
0.007
8
CL
9
10
11
End of logging: 11.86
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 15 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.80
22.8
0.21
B-C
4.05
28.2
0
C-D
4.01
33.6
0
Core ID: 11B-0318-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/6/2011 8:31:00 AM
Date Completed: 10/6/2011 12:20:00 PM
River Mile: 10.84
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 14.5 ft
Processed Length: 0.5 ft
Water Depth: 5.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0318-C2AS
0 - 0.5
0.5
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722927.93
Easting (NJSPNAD83): 592780.31
River Bottom Elevation NGVD: -3.2 ft
Weather: SUNNY
Logged By: TWatson/EFyock
QC By: KvN/TW
Sediment Description
Clayey SILT, (7.5YR 2.5/1) black, low plasticity, soft, wet,
moderate HC odor
0.008
End of logging: 0.5
Remarks: Segment A-B not processed below the "A" interval (0-0.5')
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 16 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.85
22.8
0.17
Core ID: 11B-0319-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/26/2011 7:51:00 AM
Date Completed: 9/26/2011 7:51:00 AM
River Mile: 10.85
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0319-C1AS
11B-0319-C1BS
11B-0319-C1CS
Sample
Interval
0 - 0.5
0.5 - 1.5
1.5 - 2.5
PID
(ppm)
0.5
0.7
1.2
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 12 ft
Recovery Depth: 11.2 ft
Processed Length: 3.88 ft
Water Depth: 4.8 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
0
USCS
0.004
Sediment Description
SP
Fine to medium SAND, little silt, (7.5YR 3/1) very dark gray,
dense, wet, poorly graded, thin silt layer w/organics at top,
coarse gravel in top 2", subangular.
SM
Fine Silty SAND, (7.5YR 2.5/1) black, dense to very dense,
moist, med to coarse grained at bottom 1".
OL
Clayey SILT, (5YR 4/2) dark reddish gray, low plasticity, very
stiff, moist to wet, blk HC staining and strong HC odor at
1.8-2.1, soft
SP
Fine to medium SAND, (N 2.5/) black, dense, wet, slight HC
odor, hydrocarbon staining
Silty SAND, little to trace clay, (10B 4/1) dark bluish gray, very
dense, moist
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722922.32
Easting (NJSPNAD83): 592874.73
River Bottom Elevation NGVD: 0.5 ft
Weather: CLOUDY
Logged By: T Watson/E Fyock
QC By: TW / KvN
1
2
SM
3
SC
Clayey SAND, (10B 4/1) dark bluish gray, very stiff, moist
CL
Silty CLAY, (10B 4/1) dark bluish gray, low plasticity, very stiff,
moist
End of logging: 3.88
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 17 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.88
34.4
0.19
Core ID: 11B-0319-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/26/2011 8:39:00 AM
Date Completed: 9/26/2011 8:39:00 AM
River Mile: 10.85
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0319-C2AS
0 - 0.5
0.3
0
0.003
11B-0319-C2BS
0.5 - 1.5
0.3
0
0.003
11B-0319-C2CS
11B-0319-C2DS
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13.4 ft
Recovery Depth: 12 ft
Processed Length: 11.65 ft
Water Depth: 4.9 ft
1.5 - 2.5
2.5 - 3.5
0
0
0
0
0.012
0.014
USCS
SM
1
SM
3.5 - 5.5
0
0
Sediment Description
Fine to medium SAND, some silt, some fine to coarse gravel,
(7.5YR 3/1) very dark gray, dense, wet, few organics at
surface (leaves, sticks)
Fine Silty SAND, (7.5YR 2.5/1) black, dense to very dense,
moist
OL
Clayey SILT, (5YR 4/2) dark reddish gray, low plasticity, firm,
moist to wet, strong HC odor, blk HC staining @ 1.8-2.25,
becomes soft (Gley 2.5/N).
SM
SM
Fine Silty SAND, (7.5YR 2.5/1) black, dense, moist
Fine SAND, some silt, little clay, (10B 4/1) dark bluish gray,
very dense, moist
SC
Fine clayey SAND, little silt, (10B 4/1) dark bluish gray, low
plasticity, very stiff, moist, grades to silty SAND.
SP-OL
Fine SAND, little silt, (10YR 3/2) very dark grayish brown,
dense, moist, interbedded silt layers w/few organics (roots)
and little clay, v. firm @ 4.4-4.6, 4.9-5.05, 5.35-5.5, 5.7-5.9,
6.45-6.6.
2
3
4
11B-0319-C2ES
Location: Newark, NJ, USA
Northing (NJSPNAD83): 722925.87
Easting (NJSPNAD83): 592871.53
River Bottom Elevation NGVD: 0.2 ft
Weather: CLOUDY
Logged By: T Watson/E Fyock
QC By: TW / KvN
0.004
5
6
11B-0319-C2FS
5.5 - 7.5
0
0
0
7
8
11B-0319-C2GS
7.5 - 9.5
0
0
OL
SILT, little clay and fine sand, (10YR 2/2) very dark brown, low
plasticity, very stiff, moist, trace organics (roots).
SP
Fine to coarse SAND, little silt trace fine gravel, (10YR 3/2)
very dark grayish brown, dense to loose, moist, poorly graded,
red nodules, little to some gravel from 7.80 - 8.00
Fine to coarse Gravelly SAND, (10YR 4/2) dark grayish brown,
loose to dense, moist,, well graded, red nodules, gravel is
subangular to subrounded (~1/2").
SW
0
9
10
11B-0319-C2HS
9.5 - 11.5
0
0
0
11
SP
SW
SP
Fine to medium SAND, little medium gravel, (10YR 3/2) very
dark grayish brown, loose to medium dense, moist, poorly
graded
Fine to coarse, Gravelly SAND, (10YR 4/2) dark grayish
brown, loose to dense, well graded, gravel is subangular to
subrounded.
Fine SAND, (5YR 3/4) dark reddish brown, very dense, moist
End of logging: 11.65
Remarks: Gap at 10.8-10.95 from material sliding down in liner due to
bottom fallout. Segment length adjusted accordingly.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 18 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.77
33.20
0.28
B-C
4.03
30.40
0
C-D
3.85
35.6
0
Core ID: 11B-0322-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/5/2011 8:23:00 AM
Date Completed: 10/5/2011 8:23:00 AM
River Mile: 10.86
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 14.1 ft
Processed Length: 11.63 ft
Water Depth: 5.8 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0322-C2AS
0 - 0.5
0.7
0
0.008
11B-0322-C2BS
0.5 - 1.5
0.7
0
0.007
1
11B-0322-C2CS
1.5 - 2.5
10.6
0
0.017
2
11B-0322-C2DS
2.5 - 3.5
6.3
0
0.008
3
USCS
Sediment Description
OL
Clayey SILT, trace organics, (7.5YR 3/1) very dark gray, low
plasticity, soft, wet, becomes med-firm @ 0.5, 0.82-0.86 fine
sand lense, organic layer @ 1.8, 1.98-2.0 very fine sand lense,
becomes stiff to very stiff, (Gley 2.5/N) black, @ 2.03 with
slight HC odor
OL
Clayey SILT, (N 2.5/) black, medium plasticity, stiff, moist,
slight HC odor, color change (10YR 3/2) @ 4.4, silty fine sand
lenses @ 4.82, 5.25, 6.25.
SM
Fine to medium SAND, trace silt, (7.5YR 4/1) dark gray, loose,
moist, homogenous
8
SM
Fine to medium SAND, trace silt, little fine to medium gravel,
(7.5YR 4/1) dark gray, medium dense, moist, subrounded,
homogenous, clay lense @ 8.2.
9
ML
Clayey SILT, (5YR 4/4) reddish brown, medium plasticity,
hard, moist
SM
Fine silty SAND, (5YR 4/4) reddish brown, dense, moist,
homogenous
4
11B-0322-C2ES
3.5 - 5.5
6.0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723010.31
Easting (NJSPNAD83): 592826.72
River Bottom Elevation NGVD: -4.7 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: TW/KvN
0.046
5
6
11B-0322-C2FS
5.5 - 7.5
2.7
0
0.008
7
11B-0322-C2GS
7.5 - 8.9
0.01
0
0.009
10
11
End of logging: 11.63
Remarks: 0.25' gap/void at top of C-D; segment length adjusted.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 19 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.82
23.8
0.16
B-C
4.04
26.2
0
C-D
3.77
33.0
0.10
Core ID: 11B-0322-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/5/2011 9:01:00 AM
Date Completed: 10/5/2011 9:01:00 AM
River Mile: 10.86
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 12.6 ft
Processed Length: 11.8 ft
Water Depth: 5.7 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0322-C3AAS
11B-0322-C3ABS
11B-0322-C3ACS
11B-0322-C3ADS
11B-0322-C3AES
11B-0322-C3AFS
11B-0322-C3AGS
11B-0322-C3AHS
11B-0322-C3AIS
11B-0322-C3AJS
11B-0322-C3AKS
11B-0322-C3ALS
11B-0322-C3AMS
11B-0322-C3ANS
11B-0322-C3AOS
11B-0322-C3APS
11B-0322-C3AQS
11B-0322-C3ARS
11B-0322-C3ASS
11B-0322-C3ATS
11B-0322-C3AUS
11B-0322-C3AVS
11B-0322-C3AWS
11B-0322-C3AXS
11B-0322-C3AYS
11B-0322-C3AZS
11B-0322-C3BAS
11B-0322-C3BBS
11B-0322-C3BCS
11B-0322-C3BDS
11B-0322-C3BES
11B-0322-C3BFS
11B-0322-C3BGS
11B-0322-C3BHS
11B-0322-C3BIS
11B-0322-C3BJS
11B-0322-C3BKS
11B-0322-C3BLS
11B-0322-C3BMS
0 - 0.25
0.25 - 0.5
0.5 - 0.75
0.75 - 1
1 - 1.25
1.25 - 1.5
1.5 - 1.75
1.75 - 2
2 - 2.25
2.25 - 2.5
2.5 - 2.75
2.75 - 3
3 - 3.25
3.25 - 3.5
3.5 - 3.75
3.75 - 4
4 - 4.25
4.25 - 4.5
4.5 - 4.75
4.75 - 5
5 - 5.25
5.25 - 5.5
5.5 - 5.75
5.75 - 6
6 - 6.25
6.25 - 6.5
6.5 - 6.75
6.75 - 7
7 - 7.25
7.25 - 7.5
7.5 - 7.75
7.75 - 8
8 - 8.25
8.25 - 8.5
8.5 - 8.75
8.75 - 9
9 - 9.25
9.25 - 9.5
9.5 - 9.75
0.3
0.3
0.3
0.3
0.7
0.4
0.3
0.3
0.2
0.8
2.3
2.2
0.9
7.3
7.1
1.5
1.2
3.4
2.4
0.4
1.3
0.1
0.1
0.3
0.1
2.5
6.1
1.4
2.4
2.2
1.0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.003
0.006
0
0.005
0.014
0.004
0
0.003
0.003
0.004
0.009
0.011
0.005
0.005
0.014
0.004
0.007
0.003
0.005
0.003
0.004
0
0.004
0.004
0.003
0.006
0.004
0.007
0.003
0.003
0
0.007
0.008
0.008
0.007
0.003
0.005
0.003
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723012.84
Easting (NJSPNAD83): 592824.08
River Bottom Elevation NGVD: -5.1 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
Sediment Description
OL
Clayey SILT, trace organics, (7.5YR 3/1) very dark gray, low
plasticity, soft, wet, becomes med firm, med plastic, moist @
0.9; fine sand lenses @ 0.8, 2.08; becomes stiff, black (Gley
2.5/N) @ 2.44, with mod HC odor
OL
Clayey SILT, (N 2.5/) black, medium plasticity, stiff, moist,
moderate HC odor, becomes (10YR 3/2) @ 4.2, silty fine sand
lenses @ 4.63 & 5.25, large wood frag 7.57-7.74.
ML
OL
ML
Fine silty SAND, (7.5YR 3/1) very dark gray, dense, moist
Clayey SILT, (7.5YR 3/1) very dark gray, low plasticity, very
stiff, dry
Fine to medium SAND, trace silt, (7.5YR 3/1) very dark gray,
moist, trace fine, subrounded gravel
Silty CLAY, (5YR 4/4) reddish brown, medium plasticity, stiff,
moist
Fine to medium SAND, some fine to medium gravel trace silt,
(7.5YR 4/2) brown, loose, moist, red silty clay lense @ 9.5.
1
2
3
4
5
6
7
8
9
OL
SW
10
ML
Clayey SILT, (5YR 4/4) reddish brown, medium plasticity,
hard, moist
11
End of logging: 11.8
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 20 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.84
23.2
0.22
B-C
4.03
25.4
0
C-D
3.83
33.2
0
Core ID: 11B-0322-C4
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/5/2011 9:45:00 AM
Date Completed: 10/5/2011 2:45:00 PM
River Mile: 10.86
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 12.3 ft
Processed Length: 3.87 ft
Water Depth: 5.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0322-C4AS
0 - 0.5
0.7
0
0.004
11B-0322-C4BS
0.5 - 1.5
1.2
0
0.005
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723011.77
Easting (NJSPNAD83): 592827.05
River Bottom Elevation NGVD: -4.9 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
Sediment Description
Clayey SILT, trace organics, (7.5YR 3/1) very dark gray, low
plasticity, soft, wet, becomes med-firm at 0.5, fine silty sand
lenses @ 1.1 & 1.95, organic layer @ 2.2, becomes black
(Gley 2.5/N) and stiff @ 2.49 with slight HC odor.
1
2
11B-0322-C4DS
2.5 - 3.5
4.5
0
0.019
3
End of logging: 3.87
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 21 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.87
23.8
0.13
B-C
4
Core ID: 11B-0323-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/27/2011 8:00:00 AM
Date Completed: 10/27/2011 9:30:00 AM
River Mile: 10.87
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 11.3 ft
Processed Length: 10.87 ft
Water Depth: 6.4 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0323-C1AS
0 - 0.5
0
0
0.017
11B-0323-C1BS
0.5 - 1.5
0
0
0.019
1
USCS
1.5 - 2.5
0
0
0.012
SILT, little clay, some fine sand, (5Y 2.5/1) black, low
plasticity, very soft, saturated to wet, moderate HC odor
SM
CL
Fine silty SAND, (10YR 2/1) black, medium dense, moist
CLAY, (5YR 3/2) dark reddish brown, medium plasticity, stiff,
moist, grades to SILT, black staining & slight HC odor
1.35-1.45.
Silty SAND, some clay, (N 3/) very dark gray, low plasticity,
very stiff, moist
2
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
SP
11B-0323-C1DS
2.5 - 3.5
0
0
0.015
3
OL
SP
4
11B-0323-C1ES
3.5 - 5.5
0
0
Sediment Description
OL
SM
11B-0323-C1CS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723009.78
Easting (NJSPNAD83): 592924.53
River Bottom Elevation NGVD: -1.2 ft
Weather: RAINY
Logged By: TWatson/EFyock
QC By: TW/KvN
SP
0.013
Clayey SILT, (N 3/) very dark gray, low plasticity, very stiff,
moist
Fine SAND, little silt, (2.5Y 4/1) dark gray, dense, moist
SILT, little fine sand, trace clay, (10YR 2/1) black, low
plasticity, very stiff, moist to dry, trace organics (wood).
Fine SAND, trace silt, (2.5Y 4/1) dark gray, medium dense,
moist, large piece of wood.
Fine SAND, little silt, little organics, (2.5Y 4/1) dark gray,
medium dense, moist, few silty sand layers, dense organic
(wood) layers 5.05-5.35 & 5.6-5.95.
5
6
11B-0323-C1FS
5.5 - 7.5
0
0
0.006
7
SW
Fine to coarse SAND, some fine to coarse gravel, (2.5Y 4/1)
dark gray, loose to medium dense, moist, well graded, red
nodules (transition zone).
SP
Fine SAND, some silt, (5YR 3/3) dark reddish brown, dense to
very dense, moist, homogenous
8
11B-0323-C1GS
7.5 - 10.4
0
0
0
9
10
11B-0323-C1HS
10.4 10.87
0
0
0
Remarks: Gap in core liner of segment C-D; sediment length adjusted.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 22 of 266
End of logging: 10.87
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.90
30.8
0.19
B-C
4.01
33.2
0
C-D
2.96
22.8
0
Core ID: 11B-0323-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/27/2011 9:03:00 AM
Date Completed: 10/27/2011 1:33:00 PM
River Mile: 10.87
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4 ft
Recovery Depth: 3.8 ft
Processed Length: 0.5 ft
Water Depth: 7.4 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0323-C3AS
0 - 0.5
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723013.37
Easting (NJSPNAD83): 592919.67
River Bottom Elevation NGVD: -1.3 ft
Weather: RAINY
Logged By: TWatson/EFyock
QC By: TW/KvN
Sediment Description
SILT, trace fine sand, trace clay, (5Y 2.5/1) black, very soft,
saturated, slight HC odor, top 0-0.1 has 'soupy' consistency.
0.005
End of logging: 0.5
Remarks: Segment length 3.15 ft; only to 0.5 ft processed.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 23 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.15
25.8
0.24
Core ID: 11B-0325-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/14/2011 7:46:00 AM
Date Completed: 9/14/2011 7:46:00 AM
River Mile: 10.88
Sample ID
Sample
Interval
PID
(ppm)
11B-0325-C1AS
0 - 0.5
0.3
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 19.5 ft
Recovery Depth: ft
Processed Length: 7.94 ft
Water Depth: 9.8 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0.5 - 1.5
0.4
0
0.010
1
11B-0325-C1CS
1.5 - 2.5
0.4
0
0.008
2
11B-0325-C1DS
2.5 - 3.5
1.4
0
0.010
3.5 - 5.9
6.0
0
Sediment Description
OL
Organic SILT and CLAY, (10YR 2/1) black, low plasticity, soft,
wet, moderate HC odor, organic matter (leaves, sticks, roots)
OL
Clayey SILT, some fine sand, trace organics, (10YR 2/1)
black, low plasticity, soft, moist, slight HC odor, trace roots
and leaves
SM
SAND with silt interbedded, (10YR 3/1) very dark gray,
med-gr, low plasticity, loose to medium dense, slightly moist,
slight HC odor
SM
SAND as above, hydrocarbon staining (black) at 2.8-2.9
OL
Clayey SILT with fine sand, (10YR 2/1) black, soft-firm, moist,
no odor, hydrocarbon staining 5.6-5.9, some organics (leaves,
bark), some interbedded fine sand.
SP
SAND with fine to coarse gravel, (7.5YR 2.5/1), medium
dense, dry to moist, no odor, subrounded gravel, red-brown
(7.5YR4/4) silty clay layer at 5.9-6.1
OH
CLAY, (7.5YR 4/4) brown, moist, no odor
3
4
11B-0325-C1ES
USCS
0.000
11B-0325-C1BS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723089.1
Easting (NJSPNAD83): 592874.89
River Bottom Elevation NGVD: -6.7 ft
Weather: 75 SUNNY
Logged By: RMacPhee/EFyock
QC By: TW
0.004
5
6
11B-0325-C1FS
5.9 - 7.05
0.1
0
0.000
7
End of logging: 7.94
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 24 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.94
24.6
0.12
B-C
4.0
30.4
Core ID: 11B-0325-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/14/2011 9:48:00 AM
Date Completed: 9/14/2011 9:48:00 AM
River Mile: 10.88
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0325-C2AS
Sample
Interval
0 - 0.5
PID
(ppm)
3.6
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 5 ft
Recovery Depth: 4.6 ft
Processed Length: 3.81 ft
Water Depth: 12 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0.5 - 1.5
0
0
0
1
11B-0325-C2CS
1.5 - 2.5
2.8
0
0
2
2.5 - 3.5
2.9
0
USCS
Sediment Description
OL
Organic SILT with some clay, (10YR 2/1) black, low plasticity,
very soft, wet, strong HC odor, abundant organics (leaves,
sticks, roots)
OL
Clayey SILT, (10YR 2/1) black, low plasticity, soft, moist,
moderate HC odor, hydrocarbon staining at 0.5-0.7, trace
organics (leaves, sticks,roots)
SM
SAND, med to fine-gr, some silt, (10YR 3/1) very dark gray,
low plasticity, dense, slightly moist, piece of slag at 2.8, trace
organics (sticks, roots)
OM
ORGANICS (leaves, sticks, roots) and silt, (10YR 3/1) very
dark gray, low plasticity, moist, plastic fragments (debris),
interbedded fine sand and silt
0.005
11B-0325-C2BS
11B-0325-C2DS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723087.19
Easting (NJSPNAD83): 592871.63
River Bottom Elevation NGVD: -6.8 ft
Weather: 75 SUNNY
Logged By: RMacPhee/EFyock
QC By: TW
0.004
3
End of logging: 3.81
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 25 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.81
23.6
0.13
Core ID: 11B-0326-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/19/2011 11:30:00 AM
Date Completed: 9/19/2011 11:30:00 AM
River Mile: 10.89
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 12 ft
Recovery Depth: 9.6 ft
Processed Length: 7.8 ft
Water Depth: 6.2 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0326-C1AS
0 - 0.5
0.3
0
0.006
11B-0326-C1BS
0.5 - 1.5
0.1
0
0.004
11B-0326-C1CS
1.5 - 2.5
0.1
0
0.006
1
USCS
2.5 - 3.5
0.1
0
0
SILT with fine sand, trace clay, (2.5YR 2.5/1) reddish black,
very soft, saturated, slight HC odor, trace organics, slight
sheen on surface, soupy consistency @ 0.8-1.0.
CL
CLAY, some to little silt, (7.5YR 3/2) dark brown, low plasticity,
soft to firm, moist, slight HC odor
SM
Fine SAND with silt, (10YR 3/1) very dark gray, dense, wet,
little small-med gravel.
OL
Silty CLAY, (10YR 3/1) very dark gray, firm, moist
2
SM
Fine SAND, some silt, (2.5Y 3/1) very dark gray, dense
OL
SILT and organics (compacted leaves), trace clay, (10YR 2/2)
very dark brown, low plasticity, dense to firm, moist to dry
SILT as above
OL
3.5 - 5.5
0
0
Sandy SILT, some organics, (10YR 2/1) black, firm, moist,
large piece of wood @ 2.3, sand content decreases with
depth.
3
4
11B-0326-C1ES
Sediment Description
OL
OL-SM
11B-0326-C1DS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723100.31
Easting (NJSPNAD83): 592969.4
River Bottom Elevation NGVD: -2.7 ft
Weather: SUNNY 72
Logged By: TWatson/EFyock
QC By: TW
0.004
SM
SAND and silt, fine to medium sand, (2.5Y 3/1) very dark gray,
dense, moist
CL
CLAY, little silt, trace fine sand, (10YR 2/2) very dark brown,
low plasticity, firm, moist, trace organics (wood, roots).
SM
Silty SAND, v fine to fine sand, (2.5Y 3/1) very dark gray,
dense, moist to wet
GW
Gravelly SAND, fine to coarse sand, (10YR 3/2) very dark
grayish brown, dense, moist, subangular, sm to large gravel,
(1 1/2" x 3" red gravel), sub-rounded, variable-colored coarse
sand & gravel, and red nodules.
ML
SILT, trace clay, (7.5YR 4/4) brown, non plastic, very stiff,
slightly moist
5
6
11B-0326-C1FS
5.5 - 7.5
0
0
0
7
End of logging: 7.8
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 26 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.75
29.0
0.33
B-C
4.05
31.4
Core ID: 11B-0326-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/19/2011 12:30:00 PM
Date Completed: 9/19/2011 12:30:00 PM
River Mile: 10.89
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0326-C2AS
11B-0326-C2BS
11B-0326-C2CS
Sample
Interval
0 - 0.5
0.5 - 1.5
1.5 - 2.5
PID
(ppm)
0.7
0
0.2
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 5 ft
Recovery Depth: 5 ft
Processed Length: 3.86 ft
Water Depth: 7 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723091.03
Easting (NJSPNAD83): 592963.94
River Bottom Elevation NGVD: -2.5 ft
Weather: SUNNY 72
Logged By: TWatson/EFyock
QC By: TW
Sediment Description
SM
Silty SAND, (10YR 2/2) very dark brown, loose to dense,
saturated, slight HC odor, fine-med grain
CL
CLAY, little silt, (7.5YR 3/2) dark brown, low to med plasticity
soft to firm, wet, @1.4 large piece of flat, angular gravel.
SM
Silty SAND, fine sand, (10YR 3/2) very dark grayish brown,
dense, wet, red nodules (1/4 to 1/2") at 2.1, silt content
increases at 2.1 to 2.4
OL
Clayey SILT, (10YR 2/1) black, low plasticity, firm, moist,
compacted organic layer @ 2.4-2.55 (wood)
SM
Silty SAND, fine sand, (10YR 3/1) very dark gray, loose to
dense, moist, few organics (sticks), some wash-out from
3.15-3.45 (void w/sand).
SM
Sandy SILT, (10YR 3/1) very dark gray, non plastic, firm,
moist
0
0.003
0
1
2
3
End of logging: 3.86
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 27 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.86
29.8
0.23
Core ID: 11B-0327-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/20/2011 12:04:00 PM
Date Completed: 9/20/2011 12:04:00 PM
River Mile: 10.9
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
11B-0327-C1AS
0 - 0.5
0.5
0
0.004
11B-0327-C1BS
0.5 - 1.5
0.4
0
0.005
11B-0327-C1CS
1.5 - 2.5
0.5
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 14 ft
Recovery Depth: 13.1 ft
Processed Length: 3.81 ft
Water Depth: 3.8 ft
0
0.004
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723088.68
Easting (NJSPNAD83): 593061.5
River Bottom Elevation NGVD: -0.7 ft
Weather: RAIN
Logged By: TWatson/EFyock
QC By: TW
Sediment Description
OL
SILT, some clay, (N 2.5/) black, low plasticity, saturated,
moderate HC odor, black stained sand lense at 0.9-1.0.
SM
Silty SAND, fine sand, little clay, (7.5YR 2.5/1) black, dense,
moist, slight HC odor
CL
CLAY, some silt, trace fine sand, (10YR 3/1) very dark gray,
medium plasticity, firm, moist, slight HC odor, color change to
red-brown @ 2.6 (5YR 3/2)
CL
CLAY, little silt, trace organics, N 2.5/ black, low to med
plasticity, soft to firm, moist to wet, strong HC odor, black
hydrocarbon staining
1
2
3
End of logging: 3.81
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 28 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.81
26.8
0.22
Core ID: 11B-0327-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/20/2011 1:06:00 PM
Date Completed: 9/20/2011 1:06:00 PM
River Mile: 10.9
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 19 ft
Recovery Depth: 16.2 ft
Processed Length: 15.86 ft
Water Depth: 4.5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0327-C2AS
0 - 0.5
0.4
0
0.008
11B-0327-C2BS
0.5 - 1.5
1.7
0
0.012
11B-0327-C2CS
1.5 - 2.5
16.8
0
0.005
11B-0327-C2DS
2.5 - 3.8
0.2
0
0
USCS
Sediment Description
OL
SILT, little to some clay, trace sand, (N 2.5/) black, very soft to
soft, saturated, moderate HC odor, few organics
1
SM
Silty SAND, fine gr, (10YR 3/2) very dark grayish brown,
dense, moist, interbedded silty clay, firm, low plasticity
2
CL
CLAY, (10YR 3/1) very dark gray, medium plasticity, firm,
moist, color changes to red-br clay (5 YR 3/2), some silt, lg
thin rock @ 2.3, few debris (plastic).
CL
CLAY, little silt, (N 2.5/) black, soft to firm, moist, strong HC
odor, blk hydrocarbon staining, trace organics, low-med
plasticity
SM
SAND, v. fine to fine sand, trace medium sand, (10YR 3/1)
very dark gray, dense, moist to wet, moderate HC odor, poorly
graded, some to little silt.
CLAY as above, little silt, (N 2.5/) black, low plasticity, soft to
firm, moist, strong HC odor, poorly graded, blk hydrocarbon
staining
SAND as above (4.6-5.5), fine sand trace medium sand, 10YR
3/1 very dark gray, N 2.5/ black, low plasticity, dense, moist,
slight HC odor, poorly graded
CLAY, little silt, (N 2.5/) black, medium plasticity, firm, moist,
strong HC odor, few organics 8.1-8.6 (roots & lg wood pieces),
trace thin fine sand lenses.
3
4
11B-0327-C2ES
3.8 - 5.5
0
0
0.006
5
6
11B-0327-C2FS
5.5 - 7.5
0
0
CL
SM
0.007
7
CL
8
11B-0327-C2GS
7.5 - 9.5
1.1
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723086.6
Easting (NJSPNAD83): 593063.41
River Bottom Elevation NGVD: -0.7 ft
Weather: CLOUDY
Logged By: TWatson/EFyock
QC By: TW
0.041
9
10
11B-0327-C2HS
9.5 - 11.5
1.9
0
0.031
11
12
11B-0327-C2IS
11.5 14.1
0
0
0.017
14.1 15.5
0
0
0
Silty CLAY, (10YR 2/1), low plasticity, firm to very stiff, moist,
slight HC odor, organic layer (sticks, reeds)
Organics (compacted sticks, reeds, bark), some silt, (10YR
2/1) black, moist to dry
SAND, fine sand, little silt, (7.5YR 3/1) very dark gray, dense,
moist, poorly graded
CL
Silty CLAY, trace organics, (10YR 2/1) black, low plasticity,
firm, moist, slight HC odor
Silty SAND, fine sand, (5YR 3/2) dark reddish brown, very
dense, poorly graded, red nodules.
Gravelly SAND, fine to coarse sand, (5YR 4/6) yellowish red,
loose, wet, subangular, well graded, sm-lg gravel,
subangular-subrounded (1/2"-1 1/2"), 15.7-15.8 red-brown clay
lense.
13
14
11B-0327-C2JS
OL
OM
SP
15
SM
SW
End of logging: 15.86
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 29 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.84
26.8
0.21
B-C
4.02
31.8
C-D
4.08
24.6
D-E
3.92
31.8
Core ID: 11B-0329-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/14/2011 1:57:00 PM
Date Completed: 9/14/2011 1:57:00 PM
River Mile: 10.9
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0329-C2AS
Sample
Interval
0 - 0.5
PID
(ppm)
0.4
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 19 ft
Recovery Depth: 14.2 ft
Processed Length: 3.84 ft
Water Depth: 8.5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
Sediment Description
OL
SILT with organics (leaves, sticks), some clay, (10YR 2/1)
black, low plasticity, loose, wet, moderate HC odor
OL
SILT with clay, (10YR 2/1) black, medium plasticity dense,
moist to slightly moist, moderate HC odor, some organics
(leaves, roots), bands of HC staining thoughout
SM
Fine-medium SAND, (10YR 3/1) very dark gray, low plasticity,
dense, slightly moist
OL
Clayey SILT, (10YR 3/1) very dark gray, low plasticity, dense,
moist
0
11B-0329-C2BS
0.5 - 1.5
0.3
0
0
1
11B-0329-C2CS
1.5 - 2.5
3.6
0
0.003
2
11B-0329-C2DS
2.5 - 3.5
0.3
0
0
3
11B-0329-C2ES
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723170.14
Easting (NJSPNAD83): 593005.03
River Bottom Elevation NGVD: -5 ft
Weather: SUNNY 78
Logged By: RMacPhee/EFyock
QC By: TW
3.5 - 3.84
End of logging: 3.84
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 30 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.84
25.0
0.22
Core ID: 11B-0329-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/14/2011 4:13:00 PM
Date Completed: 9/14/2011 4:13:00 PM
River Mile: 10.9
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 19 ft
Recovery Depth: 17 ft
Processed Length: 11.93 ft
Water Depth: 6.7 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0329-C3AS
0 - 0.5
0.2
0
0
11B-0329-C3BS
0.5 - 1.5
0.4
0
0
1
11B-0329-C3CS
1.5 - 2.5
1.4
0
0.004
2
11B-0329-C3DS
2.5 - 3.5
96.4
0
0.004
3
USCS
Sediment Description
OL
Organic silty CLAY, (10YR 2/1) black, low plasticity, soft, wet
to saturated, slight HC odor
Organic clayey SILT, (10YR 2/1) black, low plasticity, soft-firm,
slight HC odor, medium coarse sand lense 2.5-2.7
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
SM
4
11B-0329-C3ES
3.5 - 5.5
0.3
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723158.87
Easting (NJSPNAD83): 593000.54
River Bottom Elevation NGVD: -4.8 ft
Weather: SUNNY 78
Logged By: RMacPhee/EFyock
QC By: TW
SM
0
Fine-med SAND with silt and organics, (10YR 2/1) black,
dense, slightly moist, slight HC odor
Med-coarse SAND with silt and organics, (10YR 2/1) black,
dense, slightly moist, hydrocarbon stain 4.15-4.45
5
OM
Organics (shells, slag, wood fragments), (10YR 2/1) black,
slightly moist, trace silt and clay
OH
Organic silty CLAY, some organics (leaves, wood fragments),
(10YR 2/1) black, slightly moist, hydrocarbon staining,
interbedded fine sand, (7.5YR 2.5/1)
SM
Silty SAND, (10YR 3/1) black, non plastic dense, slightly
moist, hydrocarbon staining
Clayey SILT with organics (wood fragments, leaves, sticks),
(10YR 2/1) black, medium plasticity, loose to medium dense,
slightly moist, no odor
6
11B-0329-C3FS
5.5 - 7.5
0
3
.009
7
8
11B-0329-C3GS
7.5 - 9.5
0
0
OL
0.007
9
10
11B-0329-C3HS
9.5 - 11.5
0.4
3.0
0.015
11
SM
CL
Silty SAND, 10YR 3/1 very dark gray, firm, slightly moist, no
odor hydrocarbon staining
CLAY, (5YR 4/3) red-brown, med plasticity, stiff
End of logging: 11.93
Remarks: Top 6-inches of the "B" interval (0.5-1.0) processed vertically due
to water content
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 31 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.85
23.8
0.16
B-C
4.04
29.4
0
C-D
4.04
24.2
0
D-E
4.0
35.8
0
Core ID: 11B-0330-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/13/2011 8:35:00 AM
Date Completed: 10/13/2011 10:05:00 AM
River Mile: 10.92
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 14 ft
Recovery Depth: 14.7 ft
Processed Length: 11.92 ft
Water Depth: 7 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0330-C2AS
0 - 0.5
0.5
0
0.010
11B-0330-C2BS
0.5 - 1.5
0.2
0
0.016
1
11B-0330-C2CS
1.5 - 2.5
0.1
0
0.032
2
11B-0330-C2DS
2.5 - 3.5
0
0
0.006
3
USCS
OL
SM
OL
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
4
11B-0330-C2ES
3.5 - 5.5
2.3
0
11B-0330-C2FS
5.5 - 7.76
0.8
0
Clayey SILT, trace organics, (10YR 2/1) black, low plasticity,
very soft, saturated, moderate HC odor, hydrocarbon staining
Fine silty SAND, (10YR 3/1) very dark gray, medium dense,
moist, moderate HC odor, fine-med sand 0.82-0.94, lense of
dark gray clayey silt @ 0.75.
Clayey SILT, trace fine sand, (10YR 2/1) black, low plasticity,
stiff, moist, hydrocarbon staining, mod HC odor
Silty CLAY, (2.5YR 4/1) dark reddish gray, low plasticity, soft,
wet, little gray staining.
Fine to medium silty SAND, (10YR 3/1) very dark gray, dense,
moist, coal frags @ 2.7, lense of dark brown clayey silt @ 2.9.
SM
Fine silty SAND, (10YR 3/1) very dark gray, dense, moist, coal
frags @ 4.0.
Clayey SILT, some organics, (N 2.5/) black, low plasticity,
hard, moist, moderate HC odor, hydrocarbon staining
Fine to medium silty SAND, (10YR 4/2) dark grayish brown,
dense, moist, homogenous
SM
5
6
Sediment Description
SM
OL
0.028
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723172.6
Easting (NJSPNAD83): 593112.83
River Bottom Elevation NGVD: -1.7 ft
Weather: SHOWERS
Logged By: HJones/EFyock
QC By: KvN/TW
OL
Clayey SILT, some organics, (N 2.5/) black, low plasticity, very
stiff, moist, moderate HC odor, hydrocarbon staining
SM
OL
Fine to medium silty SAND, little fine gravel, (7.5YR 4/1) dark
gray, medium dense, moist
Clayey SILT, (2.5YR 4/4) reddish brown, medium plasticity,
medium stiff to stiff, moist
SM
Fine silty SAND, (2.5YR 4/4) reddish brown, very dense, dry,
homogenous
0.014
7
8
9
10
11
End of logging: 11.92
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 32 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.82
31.2
0.19
B-C
4.04
29.0
0
C-D
4.06
34.2
0
Core ID: 11B-0330-C4
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/13/2011 10:05:00 AM
Date Completed: 10/13/2011 12:05:00 PM
River Mile: 10.92
Sample ID
2/17/12 07:52 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0330-C4AS
Sample
Interval
0 - 0.5
PID
(ppm)
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.5 ft
Recovery Depth: 4.7 ft
Processed Length: 3.87 ft
Water Depth: 7.4 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723178.42
Easting (NJSPNAD83): 593113.88
River Bottom Elevation NGVD: -2.3 ft
Weather: CLOUDY
Logged By: HJones/EFyock
QC By: KvN/TW
Sediment Description
OL
Clayey SILT, trace organics, (10YR 2/1) black, low plasticity,
very soft, saturated, moderate HC odor, hydrocarbon staining
SM
Fine to medium silty SAND, (10YR 3/1) very dark gray,
medium dense, moist, slight HC odor
OL
Clayey SILT, (2.5YR 4/2) weak red, medium plasticity,
medium stiff, moist, black staining 0.77-1.4.
SM
Fine to medium silty SAND, (10YR 3/2) very dark grayish
brown, medium dense, wet, small slag frag at 2.5, coal frags
3-3.5.
0.004
1
11B-0330-C4CS
11B-0330-C4DS
1.5 - 2.5
2.5 - 3.5
0
0
0
0
0.003
0.007
2
3
End of logging: 3.87
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 33 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.87
31.4
0.15
Core ID: 11B-0331-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/4/2011 2:52:00 PM
Date Completed: 10/5/2011 8:25:00 AM
River Mile: 10.94
Sample ID
Sample
Interval
PID
(ppm)
11B-0331-C1AAS
11B-0331-C1ABS
11B-0331-C1ACS
11B-0331-C1ADS
11B-0331-C1AES
11B-0331-C1AFS
11B-0331-C1AGS
11B-0331-C1AHS
11B-0331-C1AIS
11B-0331-C1AJS
11B-0331-C1AKS
11B-0331-C1ALS
11B-0331-C1AMS
11B-0331-C1ANS
11B-0331-C1AOS
11B-0331-C1APS
11B-0331-C1AQS
11B-0331-C1ARS
11B-0331-C1ASS
11B-0331-C1ATS
11B-0331-C1AUS
11B-0331-C1AVS
11B-0331-C1AWS
11B-0331-C1AXS
11B-0331-C1AYS
11B-0331-C1AZS
11B-0331-C1BAS
11B-0331-C1BBS
11B-0331-C1BCS
11B-0331-C1BDS
11B-0331-C1BES
11B-0331-C1BFS
11B-0331-C1BGS
11B-0331-C1BHS
11B-0331-C1BIS
0 - 0.25
0.25 - 0.5
0.5 - 0.75
0.75 - 1
1 - 1.25
1.25 - 1.5
1.5 - 1.75
1.75 - 2
2 - 2.25
2.25 - 2.5
2.5 - 2.75
2.75 - 3
3 - 3.25
3.25 - 3.5
3.5 - 3.75
3.75 - 4
4 - 4.25
4.25 - 4.5
4.5 - 4.75
4.75 - 5
5 - 5.25
5.25 - 5.5
5.5 - 5.75
5.75 - 6
6 - 6.25
6.25 - 6.5
6.5 - 6.75
6.75 - 7
7 - 7.25
7.25 - 7.5
7.5 - 7.75
7.75 - 8
8 - 8.25
8.25 - 8.5
8.5 - 8.75
0.1
0.9
1.6
2.5
3.5
0.1
0
0
0
0
0
0
0
0
0
0.1
0
0
0
0.1
0
0
0
0
0
0
0
0
0
0
0.1
0
0
0
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 12 ft
Recovery Depth: 11.4 ft
Processed Length: 10.1 ft
Water Depth: 4.8 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.006
0.006
0.031
0.011
0.016
0.014
0.006
0.012
0.003
0.004
0.004
0.004
0.003
0
0
0.004
0.004
0.004
0.013
0.004
0.004
0.007
0.012
0.016
0.003
0
0
0
0
0
0
0
0
0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723170.81
Easting (NJSPNAD83): 593204.15
River Bottom Elevation NGVD: -0.6 ft
Weather: CLOUDY
Logged By: N/A
QC By: TW/KvN
Sediment Description
OL
Clayey SILT, trace organics, (10YR 2/1) black, low plasticity,
soft to firm, wet, slight HC odor, fine-med sand lense from
1.1-1.15.
CL
Silty CLAY, (2.5YR 4/2) weak red, medium plasticity, very stiff,
moist
Clayey SILT, (2.5YR 4/2) weak red, low plasticity, stiff, moist,
color change to (5YR 2.5/1) dark brown at 1.67.
Fine to coarse SAND, little fine to medium gravel, (7.5YR 3/2)
dark brown, medium dense, moist, subrounded, well graded,
poorly sorted, few red nodules throughout.
1
OL
2
GW
3
4
5
6
7
8
9
ML
Clayey SILT, (10YR 4/3) brown, moist
10
End of logging: 10.1
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 34 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
AB
4
31.8
0.28
BC
4
38.4
0
CD
2.5
20.4
0
Core ID: 11B-0331-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/12/2011 8:01:00 AM
Date Completed: 10/12/2011 9:40:00 AM
River Mile: 10.94
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 11.7 ft
Recovery Depth: 9.4 ft
Processed Length: 9.4 ft
Water Depth: 4.6 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0331-C2AS
0 - 0.5
1.2
0
0.006
11B-0331-C2BS
0.5 - 1.5
0.3
0
0.005
11B-0331-C2CS
1.5 - 2.5
0
0
0.004
USCS
Clayey SILT, (N 2.5/) black, low plasticity, soft, saturated,
moderate HC odor, black staining to 0.75.
ML
SILT, little clay, (2.5YR 3/1) dark reddish gray, low plasticity,
stiff, wet, slight HC odor, fine sand lense 1.45-1.6.
OL
Clayey SILT, (N 2.5/) black, low plasticity, soft, wet, slight HC
odor, hydrocarbon staining
Fine to coarse SAND, little fine gravel, (10YR 3/2) very dark
grayish brown, loose, moist, well graded
Fine silty SAND, (2.5Y 2.5/1) black, dense, moist
1
2
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
SM
2.5 - 3.5
0
0
0.005
3
SW
Fine to coarse SAND, little fine gravel, (5B 4/1) black, dense,
moist to wet, well graded, few red nodules.
SW
Fine to coarse gravelly SAND, with fine to coarse gravel, (5B
4/1) dark bluish gray, loose to dense, wet, well graded, color
change (5Y 2.5/2) @ 5.9, dense layers of fine sand 5.9-6.3 &
7.1-7.5, red gravel throughout.
SP
Fine to medium SAND, (5Y 3/2) dark olive gray, dense, moist,
poorly graded
CL
CLAY, little silt, (5YR 4/3) reddish brown, medium plasticity,
firm, moist to wet, some wash out in liner 9.15-9.4.
4
11B-0331-C2ES
3.5 - 5.5
0
0
Sediment Description
OL
SW
11B-0331-C2DS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723170.37
Easting (NJSPNAD83): 593203.49
River Bottom Elevation NGVD: 0.4 ft
Weather: CLOUDY
Logged By: TWatson/EFyock
QC By: TW/KvN
0.013
5
6
11B-0331-C2FS
5.5 - 7.5
0
0
0.006
7
11B-0331-C2GS
7.5 - 8.7
0
0
0
8
9
End of logging: 9.4
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 35 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.57
28.4
0.44
B-C
4.03
38.6
0
C-D
1.80
13.8
0
Core ID: 11B-0331-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/12/2011 9:01:00 AM
Date Completed: 10/12/2011 11:55:00 AM
River Mile: 10.94
Sample ID
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0331-C3AS
11B-0331-C3BS
Sample
Interval
0 - 0.5
0.5 - 1.5
PID
(ppm)
0
0.1
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.5 ft
Recovery Depth: 4.8 ft
Processed Length: 3.68 ft
Water Depth: 5.6 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723167.83
Easting (NJSPNAD83): 593207.44
River Bottom Elevation NGVD: -0.5 ft
Weather: SHOWERS
Logged By: TWatson/EFyock
QC By: TW/KvN
Sediment Description
OL
Clayey SILT, (N 2.5/) black, low plasticity, soft, saturated,
moderate HC odor
SM
Fine silty SAND, (2.5Y 2.5/1) black, dense, wet, slight HC odor
ML
SILT, some clay, (2.5YR 3/1) dark reddish gray, low plasticity,
stiff, moist, minor staining
OL
Silty CLAY, (N 2.5/) black, medium plasticity, soft, wet, slight
HC odor
Fine to coarse SAND, some fine gravel, (5B 4/1) dark bluish
gray, loose to dense, wet, well graded
0.010
0.001
1
SW
11B-0331-C3CS
1.5 - 2.5
0
0
0.006
2
11B-0331-C3DS
2.5 - 3.5
0
0
0.004
3
End of logging: 3.68
Remarks: Top of 'B' interval (0.5-1.0') processed vertically due to high water
content.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 36 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.68
32.4
0.36
Core ID: 11B-0333-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/27/2011 10:59:00 AM
Date Completed: 10/28/2011 1:45:00 PM
River Mile: 10.94
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 12 ft
Recovery Depth: 12.6 ft
Processed Length: 11.95 ft
Water Depth: 10.9 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0333-C2AS
0 - 0.5
0.3
0
0.006
11B-0333-C2BS
0.5 - 1.5
0.3
0
0.007
1
11B-0333-C2CS
1.5 - 2.5
2.0
0
0.018
2
11B-0333-C2DS
2.5 - 3.5
1.3
0
0.015
3
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723258.28
Easting (NJSPNAD83): 593155.44
River Bottom Elevation NGVD: -5.4 ft
Weather: RAINY
Logged By: TWatson/EFyock
QC By: KvN/TW
USCS
Sediment Description
OL
SILT, little clay, (5Y 2.5/1) black, very soft to soft, saturated to
wet, slight HC odor
OL
Clayey SILT, (5Y 2.5/1) black, low plasticity, soft to firm, wet to
moist, slight HC odor, black HC staining & moderate HC odor
1.4-3.88, grades to med plasticity.
SM
Sandy SILT, some clay, (10YR 2/1) black, low plasticity, firm,
moist, fine-med sand lense @ 4.2, shell hash layer 4.45-4.6.
OL
Clayey SILT, trace organics, (2.5Y 2.5/1) black, low plasticity,
firm, moist, slight HC odor, HC staining (Gley 2.5/N) &
moderate HC odor 4.85-5.45.
SM
Fine to medium SAND, some silt, (2.5Y 2.5/1) black, dense,
wet, slight HC odor
SILT, some clay, trace organics, (2.5Y 2.5/1) black, stiff to
very stiff, moist
CLAY, little silt, (5YR 4/2) dark reddish gray, medium
plasticity, soft to firm, moist, (native clay lense)
Fine to coarse SAND, (7.5YR 3/1) very dark gray, very dense,
moist, well graded
Fine SAND, little silt, (5YR 3/3) dark reddish brown, dense,
moist, homogenous
Silty CLAY, (5YR 4/3) reddish brown, medium plasticity, very
stiff, moist, slight color bands (5YR 4/3 to 7.5 YR 4/4).
4
11B-0333-C2ES
3.5 - 5.5
2.4
0
0.022
5
6
11B-0333-C2FS
5.5 - 7.65 13.7
0
0.017
7
OL
CL
11B-0333-C2GS
7.65 8.35
0
0
0
8
SW
SP
CL
9
10
11
End of logging: 11.95
Remarks: Water between liner and sediment for segment A-B.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 37 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.88
22.6
0.12
B-C
4.02
27.8
0
C-D
4.05
33.8
0
Core ID: 11B-0333-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/27/2011 11:54:00 AM
Date Completed: 10/27/2011 4:08:00 PM
River Mile: 10.94
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4 ft
Recovery Depth: 4.1 ft
Processed Length: 0.5 ft
Water Depth: 9.5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0333-C3AS
0 - 0.5
0.2
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723256.21
Easting (NJSPNAD83): 593159.86
River Bottom Elevation NGVD: -5.3 ft
Weather: RAINY
Logged By: TWatson/EFyock
QC By: KvN/TW
Sediment Description
SILT, little clay, (5Y 2.5/1) black, low plasticity, very soft to
soft, saturated to wet, slight HC odor
0.005
End of logging: 0.5
Remarks: Segment depth 3.85 ft; only top 0.5 ft processed.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 38 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.85
22.2
0.16
Core ID: 11B-0334-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/19/2011 2:25:00 PM
Date Completed: 10/19/2011 3:55:00 PM
River Mile: 10.95
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 13 ft
Processed Length: 7.78 ft
Water Depth: 7.5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0334-C1AS
0 - 0.5
0.1
0
0.006
11B-0334-C1BS
0.5 - 1.5
0.2
0
0.008
11B-0334-C1CS
11B-0334-C1DS
1.5 - 2.5
2.5 - 3.5
0.4
0
0
0
0.003
0
1
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723252.32
Easting (NJSPNAD83): 593248.16
River Bottom Elevation NGVD: -2.4 ft
Weather: RAINY
Logged By: TWatson/EFyock
QC By: KvN/TW
Sediment Description
OL
Clayey SILT, trace fine sand, (10YR 2/1) black, low plasticity,
very soft to soft, saturated, slight HC odor, high water content
and soupy consistency @ 0-0.2.
OL
SILT, some clay, (10YR 3/2) very dark grayish brown, low
plasticity, medium stiff to stiff, wet, slight HC odor
SW
Medium to coarse SAND, some fine gravel, (2.5Y 3/2) very
dark grayish brown, dense, moist, well graded, little silt and
fine sand.
SW
Fine to coarse SAND, some fine to coarse gravel, little silt,
(2.5Y 3/2) very dark grayish brown, dense, moist, well graded,
red nodules
SW
Medium to coarse SAND, little fine sand, some fine gravel,
(10YR 5/2) grayish brown, medium dense, wet, poorly graded
SP
Fine to medium SAND, little coarse sand, little fine gravel,
(10YR 5/2) grayish brown, medium dense, wet to moist, poorly
graded
ML
SILT, little clay, (5YR 4/3) reddish brown, low plasticity,
medium stiff to stiff, moist
2
3
4
11B-0334-C1ES
3.5 - 5.5
0
0
0
5
11B-0334-C1FS
5.5 - 6.4
0
0
0
6
7
End of logging: 7.78
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 39 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.77
32.6
0.26
B-C
4.01
36.0
0
Core ID: 11B-0334-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/19/2011 3:44:00 PM
Date Completed: 10/19/2011 5:48:00 PM
River Mile: 10.95
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.8 ft
Recovery Depth: 4.7 ft
Processed Length: 0.5 ft
Water Depth: 7.3 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0334-C3AS
0 - 0.5
0.9
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723252.2
Easting (NJSPNAD83): 593252.46
River Bottom Elevation NGVD: -2.6 ft
Weather: RAINY
Logged By: TWatson/EFyock
QC By: KvN/TW
Sediment Description
SILT, some clay, trace organics, (10YR 2/1) black, low
plasticity, very soft to soft, saturated, moderate HC odor
0.017
End of logging: 0.5
Remarks: Only the top 0.5' of segment was processed.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 40 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.80
29.8
0.21
Core ID: 11B-0335-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/27/2011 8:14:00 AM
Date Completed: 9/27/2011 8:14:00 AM
River Mile: 10.97
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 14.5 ft
Recovery Depth: 15 ft
Processed Length: 12.1 ft
Water Depth: 6.5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0335-C2AS
0 - 0.5
0
0
0.022
11B-0335-C2BS
0.5 - 1.5
0
0
0.006
11B-0335-C2CS
1.5 - 2.5
0
0
0.006
USCS
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
2.5 - 3.5
0
0
0.004
Sediment Description
OL
SILT, little clay, trace fine sand, (N 2.5/) black, very soft,
saturated, moderate HC odor
1
OL
Clayey SILT, (7.5YR 2.5/1) black, low plasticity, soft to firm,
wet, slight HC odor, 1.6-1.7 fine sand lense
2
SW
Fine to coarse SAND, some fine gravel, (10YR 3/2) very dark
grayish brown, loose, wet, well graded
Fine SAND, some silt, (10YR 3/1) very dark gray, dense,
moist
Fine to coarse SAND, little fine gravel, little silt, (10YR 3/2)
very dark grayish brown, dense, moist to wet, poorly graded,
trace organics at 3.25'
SM
11B-0335-C2DS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723246.81
Easting (NJSPNAD83): 593343.77
River Bottom Elevation NGVD: -0.7 ft
Weather: CLOUDY
Logged By: EF/TW
QC By: TW/KvN
3
SW
4
11B-0335-C2ES
3.5 - 5.5
0
0
0
5
SM
SP
SW
6
11B-0335-C2FS
5.5 - 7.5
0
0
Silty SAND, little clay, (10B 3/1) very dark bluish gray, dense,
moist
Medium to coarse SAND, trace fine sand, trace silt, (10YR
4/4) dark yellowish brown, wet, iron oxide staining, angular,
poorly graded, Fe staining starts @ 5.0.
Fine to coarse SAND, little fine gravel, (2.5YR 3/3) dark
reddish brown, loose to dense, wet, well graded, Fe staining
ends @ 6.1, trace large gravel 1-1/2".
0.004
7
11B-0335-C2GS
7.5 - 8.65
0
0
0.004
8
9
SW
Fine to coarse gravelly SAND, fine to coarse gravel, (5YR 3/3)
dark reddish brown, loose, wet, well graded
ML
SILT, little clay, (2.5YR 4/4) reddish brown, firm, wet,
homogenous
10
11
12
End of logging: 12.1
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 41 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
4.05
31.6
0
B-C
4.01
37.2
0
C-D
4.04
34.2
0
Core ID: 11B-0335-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/27/2011 9:03:00 AM
Date Completed: 9/27/2011 9:03:00 AM
River Mile: 10.97
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 9.5 ft
Recovery Depth: 7.6 ft
Processed Length: 3.74 ft
Water Depth: 6.6 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
11B-0335-C3AS
0 - 0.5
0
0
0.011
11B-0335-C3BS
0.5 - 1.5
0
0
0.003
11B-0335-C3CS
11B-0335-C3DS
1.5 - 2.5
2.5 - 3.5
0
0
0
0
0.003
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723249.12
Easting (NJSPNAD83): 593347.6
River Bottom Elevation NGVD: -0.7 ft
Weather: CLOUDY
Logged By: EF/TW
QC By: TW/KvN
Sediment Description
OL
SILT, little clay, trace fine sand, (N 2.5/) black, very soft to
soft, saturated, strong HC odor and hydrocarbon staining to
1.4', trace organics, few thin sand lenses.
OL
Clayey SILT, (7.5YR 2.5/1) black, low plasticity, firm, wet,
slight HC odor, fine-med sand lense @ 2.3.
SW
Fine to coarse SAND, (10YR 3/2), some fine gravel, dense,
moist, subrounded, well graded, red nodules.
SM
Fine SAND, some silt, (10YR 3/1) very dark grayish brown,
dense, moist, silt lense @ 3.3-3.4.
SW
Fine to coarse SAND, with gravel, (10YR 3/2) very dark
grayish brown, dense, moist
1
2
3
End of logging: 3.74
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 42 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.74
27.8
0.3
Core ID: 11B-0338-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/24/2011 7:54:00 AM
Date Completed: 10/24/2011 10:57:00 AM
River Mile: 10.97
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 9 ft
Recovery Depth: 9.1 ft
Processed Length: 7.9 ft
Water Depth: 10.3 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0338-C1AS
0 - 0.5
5.6
0
0.013
11B-0338-C1BS
0.5 - 1.5
5.6
0
0.010
1.5 - 2.5
50.5
0
0.013
2
11B-0338-C1DS
2.5 - 3.5
53.6
0
0.017
3
4
3.5 - 5.5
46.2
0
USCS
Sediment Description
OL
SILT, some clay, little fine sand, (2.5Y 2.5/1) black, low
plasticity, very soft, saturated, moderate HC odor
OL
Clayey SILT, (2.5Y 2.5/1) black, low plasticity, soft to firm, wet
to moist, strong HC odor, black staining 1.7-3.6 (Gley 2.5/N),
thin fine sand lense 3.7-3.8.
OL
Clayey SILT, (N 2.5/) black, low plasticity, firm, moist, strong
HC odor, hydrocarbon staining, organics 4.5-4.6, trace
organics & fine sand 4.8-5.2, black staining stops @ 5.45.
OL
SILT, some clay, trace fine sand, (10YR 3/1) very dark gray,
low plasticity, firm, moist, slight HC odor, fine sand lense
5.45-5.6, clay content increases at 6.8-7.1 and transitions to
native material.
CL
Silty CLAY, (2.5YR 3/1) dark reddish gray, medium plasticity,
firm, moist
1
11B-0338-C1CS
11B-0338-C1ES
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723331.45
Easting (NJSPNAD83): 593296.71
River Bottom Elevation NGVD: -5.9 ft
Weather: CLEAR
Logged By: TWatson/EFyock
QC By: KvN/TW
0.008
5
6
11B-0338-C1FS
5.5 - 7.1
5.6
0
0.008
7
End of logging: 7.9
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 43 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.86
23.40
0.21
B-C
4.05
26.4
0
Core ID: 11B-0338-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/24/2011 9:11:00 AM
Date Completed: 10/24/2011 1:49:00 PM
River Mile: 10.97
Sample ID
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0338-C3AS
Sample
Interval
0 - 0.5
PID
(ppm)
7.3
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.3 ft
Recovery Depth: 4.6 ft
Processed Length: 3.68 ft
Water Depth: 10 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723336.74
Easting (NJSPNAD83): 593298.39
River Bottom Elevation NGVD: -6.7 ft
Weather: CLEAR
Logged By: TWatson/EFyock
QC By: KvN/TW
Sediment Description
OL
SILT, little clay, trace fine sand, (2.5Y 2.5/1) black, low
plasticity, very soft, saturated, slight HC odor
OL
Clayey SILT, (2.5Y 2.5/1) black, low plasticity, soft to firm,
moist, moderate HC odor, black staining 1.85-3.68 (Gley
2.5/N), trace organics in thin lenses.
0.008
11B-0338-C3BS
0.5 - 1.5
7.3
0
0.006
1
11B-0338-C3CS
1.5 - 2.5
57.0
0
0.017
2
11B-0338-C3DS
2.5 - 3.5
79.1
0
0.018
3
End of logging: 3.68
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 44 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.68
22.6
0.16
Core ID: 11B-0339-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/29/2011 7:37:00 AM
Date Completed: 9/29/2011 7:37:00 AM
River Mile: 10.99
Sample ID
Sample
Interval
PID
(ppm)
11B-0339-C3AS
0 - 0.5
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 13 ft
Recovery Depth: 12.1 ft
Processed Length: 11.85 ft
Water Depth: 6.4 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0.024
USCS
Sediment Description
OL
SILT, little fine sand, little clay, (N 2.5/) black, low plasticity,
very soft, saturated to wet, slight HC odor
Clayey SILT, trace fine sand, (N 2.5/) black, low plasticity, soft
to firm, wet to moist, strong HC odor, hydrocarbon staining,
trace organics @ 3.6.
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0339-C3BS
0.5 - 1.5
9.8
0
0.012
1
11B-0339-C3CS
1.5 - 2.5
3.4
0
0.014
2
11B-0339-C3DS
2.5 - 3.5
21.1
0
0.012
3
4
11B-0339-C3ES
3.5 - 5.5
2.1
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723336.77
Easting (NJSPNAD83): 593391.64
River Bottom Elevation NGVD: -4 ft
Weather: CLOUDY
Logged By: TWatson/EFyock
QC By: TW
OL
Clayey SILT, (N 2.5/) black, low plasticity, firm, moist,
moderate HC odor, hydrocarbon staining, sand lense w/ small
clam shells 4.65-4.95, blk staining stops at 5.5.
OH
CLAY, little silt, (10YR 2/2) very dark brown, medium
plasticity, firm, moist, slight HC odor, blk stained 8.65-8.9.
ML
Clayey SILT, little fine sand, (5YR 4/2) dark reddish gray, low
plasticity, firm, wet to moist, slight HC odor, color change from
10YR 2/2 to brown/red (5YR 4/2).
SP
Fine SAND, (2.5YR 4/3) reddish brown, very dense, moist,
med-coarse, gray sand lense; silty at 10.5-10.9; fine gravel at
10.9-11.0.
Fine to coarse SAND, some fine gravel, (5YR 3/2) dark
reddish brown, loose, wet, well graded, few red nodules.
0.022
5
6
11B-0339-C3FS
5.5 - 7.5
0.3
0
0.007
7
8
11B-0339-C3GS
7.5 - 9.5
0.1
0
0.014
9
11B-0339-C3HS
11B-0339-C3IS
9.5 - 10.5
10.5 11.85
0
0
0
0
0.009
0.009
10
11
SW
End of logging: 11.85
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 45 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.95
22.2
0.19
B-C
4.06
25.8
0
C-D
3.84
29.4
0
Core ID: 11B-0339-C4
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/29/2011 8:18:00 AM
Date Completed: 9/29/2011 8:18:00 AM
River Mile: 10.99
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 14 ft
Recovery Depth: 13 ft
Processed Length: 3.9 ft
Water Depth: 7.9 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
11B-0339-C4AS
0 - 0.5
1.6
0
0.013
11B-0339-C4BS
0.5 - 1.5
2.9
0
0.012
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723333.34
Easting (NJSPNAD83): 593393.4
River Bottom Elevation NGVD: -3.8 ft
Weather: CLOUDY
Logged By: TWatson/EFyock
QC By: TW
USCS
Sediment Description
OL
SILT, little clay, little fine sand, (N 2.5/) black, very soft,
saturated, strong HC odor, hydrocarbon staining, large piece
of ceramic tile.
OL
Clayey SILT, trace organics, (N 2.5/) black, low plasticity, soft
to firm, moist, strong HC odor, hydrocarbon staining, fine sand
lenses at 2.8 and 3.1.
1
11B-0339-C4CS
1.5 - 2.5
9.7
0
0.014
2
11B-0339-C4DS
2.5 - 3.5
1.4
0
0.006
3
End of logging: 3.9
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 46 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.9
23.2
0.13
Core ID: 11B-0340-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/29/2011 10:22:00 AM
Date Completed: 9/29/2011 10:22:00 AM
River Mile: 11
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 12.6 ft
Recovery Depth: 12.7 ft
Processed Length: 11.98 ft
Water Depth: 8.5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0340-C1AS
0 - 0.5
1.9
0
0.007
11B-0340-C1BS
0.5 - 1.5
13.0
0
0.009
1
11B-0340-C1CS
1.5 - 2.5
1.3
0
0.006
2
11B-0340-C1DS
2.5 - 3.5
2.8
0
0.004
3
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723336.93
Easting (NJSPNAD83): 593484.37
River Bottom Elevation NGVD: -2 ft
Weather: CLOUDY
Logged By: TWatson/EFyock
QC By: TW
Sediment Description
OL
SILT, some clay, little fine sand, (N 2.5/) black, low plasticity,
soft to very soft, saturated, strong HC odor, hydrocarbon
staining, trace organics.
OL
Clayey SILT, (N 2.5/) black, low plasticity, soft, wet to moist,
strong HC odor, hydrocarbon staining, trace fine sand &
organics @ 2.8-3.1.
OH
Silty CLAY, (10YR 2/1) black, medium plasticity, firm, moist,
moderate HC odor, dark brown to blk stained (Gley 2.5/N).
OL
Clayey SILT, little fine sand, trace organics, (10YR 3/2) very
dark grayish brown, low plasticity, firm, moist, slight HC odor,
stained layer @ 6.5-6.8, color change @ 9.3 to (7.5YR 3/2), 2
pieces lg gravel @ 9.1 & 9.3 w/fine-sand lense.
CL
CLAY, little silt, (5YR 4/2) dark reddish gray, medium
plasticity, firm, moist, slight HC odor, minor blk staining in
bands.
SP
Fine to medium SAND, little coarse sand, little fine gravel,
(5YR 3/2) dark reddish brown, loose to dense, moist, poorly
graded, dense fine-grained red sand @11.6-11.8 (2.5YR 4/3).
4
11B-0340-C1ES
3.5 - 5.5
6.5
0
0.005
5
6
11B-0340-C1FS
5.5 - 7.5
0.3
0
0.005
7
8
11B-0340-C1GS
7.5 - 9.5
0
0
0.005
9
10
11B-0340-C1HS
9.5 - 11.5
0
0
0.012
11
11B-0340-C1IS
11.5 11.98
0
0
0.005
End of logging: 11.98
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 47 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.94
23
0.10
B-C
4.06
24.6
0
C-D
3.98
28.6
0
Core ID: 11B-0340-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/29/2011 11:09:00 AM
Date Completed: 9/29/2011 11:09:00 AM
River Mile: 11
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.4 ft
Recovery Depth: 4.5 ft
Processed Length: 3.93 ft
Water Depth: 8.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
11B-0340-C2AS
0 - 0.5
1.2
0
0.001
11B-0340-C2BS
0.5 - 1.5
2.9
0
0.009
1
11B-0340-C2CS
1.5 - 2.5
7.2
0
0.011
2
11B-0340-C2DS
2.5 - 3.5
5.9
0
0.009
3
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723333.09
Easting (NJSPNAD83): 593485.52
River Bottom Elevation NGVD: -1.8 ft
Weather: CLOUDY
Logged By: TWatson/EFyock
QC By: TW
USCS
Sediment Description
OL
Clayey SILT, little fine sand, (N 2.5/) black, low plasticity, very
soft to soft, saturated, moderate HC odor, organics at surface
(sticks, leaves) w/ trace fine-coarse gravel to 0.3', black
staining to 2.8', little fine sand (10YR 2/1) @ 3.1-3.4; mod. HC
odor and staining @ 3.4-3.93, firm.
End of logging: 3.93
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 48 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.93
23.2
0.10
Core ID: 11B-0343-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/11/2011 11:42:00 AM
Date Completed: 10/11/2011 3:00:00 PM
River Mile: 11.02
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 10.5 ft
Recovery Depth: 9.1 ft
Processed Length: 9.07 ft
Water Depth: 10.5 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0343-C1AS
0 - 0.5
0.1
0
0.006
11B-0343-C1BS
0.5 - 1.5
4.7
0
0.020
1
11B-0343-C1CS
1.5 - 2.5
2.6
0
0.008
2
11B-0343-C1DS
2.5 - 3.5
4.9
0
0.010
3
4
11B-0343-C1ES
3.5 - 5.5
2.6
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723420.8
Easting (NJSPNAD83): 593534
River Bottom Elevation NGVD: -7.6 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
Sediment Description
OL
Clayey SILT, trace organics, (10YR 3/1) very dark gray, low
plasticity, very soft, saturated to moist, slight HC odor, black
stained (Gley 2.5/N) & strong HC odor 0.5-3.8, becomes
med-stiff @ 1.6, lense of silty fine sand 3.4-3.52.
OL
Clayey SILT, (10YR 3/1) very dark gray, medium plasticity,
stiff, moist, slight HC odor, black staining (Gley 2.5/N) 3.8-4.0,
lenses of silty fine sand @ 3.45, 3.7, 5.3, 5.41.
SM
Fine silty SAND, (10YR 4/2) dark grayish brown, dense, moist
OL
Clayey SILT, (10YR 3/2) very dark grayish brown, medium
plasticity, stiff, moist, some black staining 6.2-6.35, lense of
native clayey silt (5YR 4/2) @ 6.6.
ML
Clayey SILT, (5YR 4/2) dark reddish gray, medium plasticity,
stiff, moist
GM
Fine to medium gravelly SAND, medium to coarse gravel,
some silt, (5YR 4/2) dark reddish gray, loose, wet
0
5
6
11B-0343-C1FS
5.5 - 7.2
0.2
0
0.004
7
8
9
End of logging: 9.07
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 49 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.80
22.6
0.24
B-C
4.02
27.6
0
C-D
1.25
9.0
0
Core ID: 11B-0343-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/11/2011 12:33:00 PM
Date Completed: 10/11/2011 4:45:00 PM
River Mile: 11.02
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.5 ft
Recovery Depth: 3.9 ft
Processed Length: 0.5 ft
Water Depth: 9.2 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0343-C2AS
0 - 0.5
0.6
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723418.02
Easting (NJSPNAD83): 593532.99
River Bottom Elevation NGVD: -7.3 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
Sediment Description
Clayey SILT, trace organics, (10YR 3/1) very dark gray, low
plasticity, very soft, wet, slight HC odor, hydrocarbon staining
0.006
End of logging: 0.5
Remarks: Only the top 0.5' of segment (A-B) processed.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 50 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.10
18.0
0
Core ID: 11B-0344-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/3/2011 10:16:00 AM
Date Completed: 10/3/2011 12:25:00 PM
River Mile: 11.04
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 14.5 ft
Recovery Depth: 14.9 ft
Processed Length: 11.62 ft
Water Depth: 6.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0344-C1AS
0 - 0.5
0.3
0
0.007
11B-0344-C1BS
0.5 - 1.5
0
0
0.006
1
11B-0344-C1CS
1.5 - 2.5
1.0
0
0.020
2
11B-0344-C1DS
2.5 - 3.5
1.4
0
0.004
3
USCS
Sediment Description
OL
SILT, some organics, some clay, (10YR 2/1) black, (N 2.5/)
black, low plasticity, very soft, saturated, strong HC odor,
hydrocarbon staining, becomes wet-moist, slightly firm @ 2.5.
OL
Clayey SILT, (10YR 3/1) very dark gray, low plasticity, firm,
moist, strong HC odor, black staining to 4.05, few fine sand
lenses.
CL
CLAY, (5YR 3/2) dark reddish brown, (N 2.5/) black, medium
plasticity, firm, moist, slight HC odor, hydrocarbon staining
ML
Clayey SILT, some fine sand, (7.5YR 3/2) dark brown, low
plasticity, firm, moist to wet, slight HC odor
SC
Fine clayey SAND, some silt, (5YR 3/2) dark reddish brown,
dense to very dense, moist, (transitional).
SM
Fine SAND, some silt, little clay, (5YR 3/2) dark reddish
brown, very dense, moist, little fine gravel.
4
11B-0344-C1ES
3.5 - 5.5
0.2
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723423.09
Easting (NJSPNAD83): 593630.07
River Bottom Elevation NGVD: -5.4 ft
Weather: SUNNY
Logged By: TWatson/EFyock
QC By: KvN/TW
0.006
5
6
11B-0344-C1FS
5.5 - 7.5
0
0
0
7
8
11B-0344-C1GS
7.5 - 9.8
0
0
0.004
9
10
11B-0344-C1HS
9.8 11.62
0
0
0.008
11
End of logging: 11.62
Remarks: Top of 'B' interval processed vertically due to water content; after
opening core, water content in top 2.5 ft. caused sloughing along
core liner and smear zone included in 'B' and 'C' intervals.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 51 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.50
21.0
0.02
B-C
4.09
26.0
0
C-D
4.03
33.6
0
Core ID: 11B-0344-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/3/2011 10:59:00 AM
Date Completed: 10/3/2011 4:20:00 PM
River Mile: 11.04
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4 ft
Recovery Depth: 3.8 ft
Processed Length: 3.45 ft
Water Depth: 6.8 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
OL
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
11B-0344-C2AS
0 - 0.5
1.4
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723417.42
Easting (NJSPNAD83): 593631.22
River Bottom Elevation NGVD: -4.9 ft
Weather: SUNNY
Logged By: TWatson/EFyock
QC By: KvN/TW
Sediment Description
SILT, little clay trace fine sand, (N 2.5/) black, low plasticity,
saturated to wet, strong HC odor, hydrocarbon staining, trace
organics; 0-0.5 very soft, 0.5-3.45 soft-firm.
0.013
1
11B-0344-C2CS
1.5 - 2.5
0.5
0
0.005
2
11B-0344-C2DS
2.5 - 3.45
1.2
0
0.009
3
End of logging: 3.45
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 52 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.45
20.0
0.15
Core ID: 11B-0350-C1
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/22/2011 8:02:00 AM
Date Completed: 9/22/2011 8:02:00 AM
River Mile: 11.09
Sample ID
Sample
Interval
PID
(ppm)
11B-0350-C1AS
0 - 0.5
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 9.8 ft
Recovery Depth: 8.6 ft
Processed Length: 8.02 ft
Water Depth: 8.1 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
0.012
USCS
Sediment Description
OL
Clayey SILT, trace organics, (N 2.5/) black, saturated, strong
HC odor, black stained
SAND, fine to medium, little silt, (7.5YR 3/2) dark brown,
loose, saturated, moderate HC odor, well graded, piece of slag
(3/4")
Clayey SILT, trace organics, (N 2.5/) black, low plasticity, very
soft, wet, strong HC odor, black stained, sand above extends
into top 0.3, becomes firm with depth; thin organic layer at 2.5;
staining stops at 3.25, color change to dk brown (10YR 3/2);
3.7 - med rounded gravel and little fine sand.
SM
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
OL
11B-0350-C1BS
0.5 - 1.5
2.3
0
0.012
1
11B-0350-C1CS
1.5 - 2.5
2.8
0
0.006
2
11B-0350-C1DS
2.5 - 3.5
11.2
0
0.012
3
4
11B-0350-C1ES
3.5 - 5.5
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723491.64
Easting (NJSPNAD83): 593864.79
River Bottom Elevation NGVD: -6.9 ft
Weather: OVERCAST
Logged By: TWatson/EFyock
QC By: TW
OL
Clayey SILT, (10YR 3/2) very dark grayish brown, low
plasticity, soft to firm, wet to moist, slight HC odor, thin
fine-sand lense @ 4.5-4.6, 5.6, 6.1; black staining 6.2-6.5.
CL
SILT, little clay, (5YR 4/3) reddish brown, low plasticity, soft to
firm, wet to moist, transitions to native material, staining
extending to 7.5, becomes very firm at bottom.
0.012
5
11B-0350-C1FS
5.5 - 6.75
0
0
0.014
6
7
8
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 53 of 266
End of logging: 8.02
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.96
25.0
0.14
B-C
4.06
28.8
0
Core ID: 11B-0350-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 9/22/2011 9:37:00 AM
Date Completed: 9/22/2011 9:37:00 AM
River Mile: 11.09
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4.5 ft
Recovery Depth: 4.7 ft
Processed Length: 4.41 ft
Water Depth: 10 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
11B-0350-C3AS
0 - 0.5
4.3
0
0.010
11B-0350-C3BS
0.5 - 1.5
1.9
0
0.006
1
11B-0350-C3CS
1.5 - 2.5
2.1
0
0.006
2
11B-0350-C3DS
2.5 - 3.5
0.4
0
0.008
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723498.29
Easting (NJSPNAD83): 593869.25
River Bottom Elevation NGVD: -9.7 ft
Weather: OVERCAST
Logged By: TWatson/EFyock
QC By: TW
Sediment Description
OL
SILT, little clay trace fine sand, N 2.5/ black, low plasticity,
saturated, strong HC odor, black stained, trace organics, thin
f-m sand lense at bottom, staining stops at 2.2.
OL
Silty CLAY, 10YR 2/2 very dark brown, low plasticity, firm, wet
to moist, slight HC odor, sandy silt layer 2.2-2.4
SM
Fine SAND, some silt, 7.5YR 3/1 very dark gray, dense, moist,
few small pieces of slag.
OL
Silty CLAY, 10YR 2/2 very dark brown, low plasticity, firm,
moist, slight HC odor, lg wood frag @ 3.9,thin fine-sand lense
@ 4.2.
3
4
End of logging: 4.41
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 54 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
4.41
28.2
0.23
Core ID: 11B-0351-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/10/2011 12:19:00 PM
Date Completed: 10/10/2011 1:55:00 PM
River Mile: 11.1
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 9.4 ft
Recovery Depth: 10.8 ft
Processed Length: 9.3 ft
Water Depth: 6.3 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
Sample ID
Sample
Interval
PID
(ppm)
11B-0351-C3AS
0 - 0.5
0.2
0
0
11B-0351-C3BS
0.5 - 1.5
0.8
0
0.004
1.5 - 2.5
17.6
0
0.006
2
11B-0351-C3DS
2.5 - 3.5
1.6
0
0.007
3
4
3.5 - 5.5
3.8
0
USCS
Sediment Description
SW
Fine to medium silty SAND, some fine to medium gravel, little
organics, (10YR 2/1) black, medium dense, saturated to moist,
subangular gravel
OL
Clayey SILT, trace organics, (N 2.5/) black, medium plasticity,
stiff, moist, strong HC odor, brick fragment @ 3.45.
OL
Clayey SILT, trace organics, (10YR 3/1) very dark gray,
medium plasticity, stiff, moist, slight HC odor, lenses of silty
fine sand @ 4.65, 5.4, 5.85; some black staining, strong HC
odor 4.8-5.3.
ML
Clayey SILT, (5YR 4/2) dark reddish gray, medium plasticity,
stiff, moist
SM
Fine silty SAND, (2.5YR 3/2) dusky red, dense, moist,
homogenous, 9-9.3 wash out.
1
11B-0351-C3CS
11B-0351-C3ES
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723506.39
Easting (NJSPNAD83): 593954.63
River Bottom Elevation NGVD: -5.3 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: KvN/TW
0.003
5
6
11B-0351-C3FS
5.5 - 7.5
0.7
0
0.011
7
8
9
End of logging: 9.3
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 55 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.91
27.4
0.18
B-C
4.04
26.8
0
C-D
1.35
8.8
0
Core ID: 11B-0351-C4
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Characterization
Project Number: 60139067.P202
Client: Cooperating Parties Group
Date Started: 10/10/2011 1:11:00 PM
Date Completed: 10/10/2011 3:50:00 PM
River Mile: 11.1
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 4 ft
Recovery Depth: 3.5 ft
Processed Length: 0.5 ft
Water Depth: 4.6 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
2/17/12 07:53 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\RM10.9\BORING_LOGS\NJD980528996.GPJ :: NJD980528996
SW
11B-0351-C4AS
0 - 0.5
0.3
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723503.93
Easting (NJSPNAD83): 593954.4
River Bottom Elevation NGVD: -4.5 ft
Weather: SUNNY
Logged By: HJones/EFyock
QC By: TW/KvN
Sediment Description
Fine to medium SAND, some silt, little organics, (10YR 3/1)
very dark gray, dense, saturated, some fine-med subangular
gravel.
0.010
End of logging: 0.5
Remarks: Only the top 0.5' of segment (A-B) processed.
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 56 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
A-B
3.07
22.4
0.16
Core ID: 12E-0365-C01
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/22/2012 3:08:00 PM
Date Completed: 5/23/2012 9:00:00 AM
River Mile: 11.12
10/23/12 22:23 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 6.2 ft
Recovery Depth: 6.8 ft
Processed Length: 6.1 ft
Water Depth: 9.9 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
12E-0365-C1AS
0 - 0.5
0.1
0
0.039
12E-0365-C1BS
0.5 - 1.5
0.2
0
0.013
1
12E-0365-C1CS
1.5 - 2.5
2.3
0
0.013
2
12E-0365-C1DS
2.5 - 3.5
5.2
0
0.013
3
12E-0365-C1ES
3.5 - 4.68
0
0
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723536.8
Easting (NJSPNAD83): 594042
River Bottom Elevation NGVD: ft
Weather: overcast
Logged By: HAJP
QC By: KvN/HAJP
Sediment Description
OL
SILT, trace organics, (10YR 2/2) very dark brown, low plasticity,
soft to stiff, wet, trace coarse gravel at surface, some dark brown
staining 0-1.3 and 4.25-4.43, lense of silty fine sand 1.57-1.6,
3.81-3.84, and 4.15-4.21, coal slag at 2.85, trace white wet
chalk-like material at 2.25, 3.1, 3.22, 3.5.
ML
Native silty CLAY, (5YR 4/2) dark reddish gray, medium plasticity,
stiff, wet, lense of native dark red-brown silty fine sand 4.83-4.93.
SM
Native fine to medium silty SAND, (5YR 4/2) dark reddish gray,
very dense, wet to moist, silty homogeneous fine sand 5.92-6.1.
4
5
12E-0365-C1FS
4.68 - 6.1
0
0
0
6
End of logging: 6.1
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 57 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0365-C02
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/22/2012 3:40:00 PM
Date Completed: 5/23/2012 12:00:00 PM
River Mile: 11.12
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 5.8 ft
Recovery Depth: 6.4 ft
Processed Length: 0.5 ft
Water Depth: 9.6 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
10/23/12 22:23 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
OL
12E-0365-C2AS
0 - 0.5
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723537.4
Easting (NJSPNAD83): 594041
River Bottom Elevation NGVD: ft
Weather: overcast
Logged By: HAJP
QC By: KvN/HAJP
Sediment Description
SILT, trace fine sand and organics, (10YR 2/1) black, low
plasticity, very soft to soft, saturated
0.003
End of logging: 0.5
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 58 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0366-C04
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/20/2012 3:58:00 PM
Date Completed: 5/21/2012 2:29:00 PM
River Mile: 11.14
10/23/12 22:23 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Pison push core/lexan liner
Diameter: 3.5 in in
Penetration: 2.6 ft
Recovery Depth: 2.4 ft
Processed Length: 2.33 ft
Water Depth: 9.4 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
12E-0366-C4AS
0 - 0.5
0
0
0
12E-0366-C4BS
0.5 - 1.5
0.1
0
0
12E-0366-C4CS
1.5 - 2.2
0
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723562.3
Easting (NJSPNAD83): 594135.5
River Bottom Elevation NGVD: ft
Weather: Sunny
Logged By: hajp
QC By: KvN/HAJP
USCS
Sediment Description
OL
SILT, little clay trace fine sand, (10YR 2/1) black, low plasticity,
soft to medium stiff, moist, slight HC odor, trace organics, little
black staining throughout, organic layer 2.01-2.05 ft bgs.
ML
Native silty CLAY, (5YR 4/2) dark reddish gray, medium plasticity,
medium stiff, moist
1
2
End of logging: 2.33
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 59 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0366-C08
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/20/2012 5:08:00 PM
Date Completed: 5/21/2012 4:13:00 PM
River Mile: 11.14
10/23/12 22:23 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Pison push core/lexan liner
Diameter: 3.5 in in
Penetration: 1.5 ft
Recovery Depth: 1.4 ft
Processed Length: 1.18 ft
Water Depth: 10 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
12E-0366-C8AS
0 - 0.5
0
0
0
12E-0366-C8BS
0.5 - 1.18
0
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723562.6
Easting (NJSPNAD83): 594134.8
River Bottom Elevation NGVD: ft
Weather: Sunny
Logged By: HAJP
QC By: KvN/HAJP
USCS
Sediment Description
OL
SILT, trace clay, (10YR 2/1) black, low plasticity, very soft to soft,
wet, slight HC odor, large flat brick/cement fragments at 0.4,
1-1.15 ft bgs.
1
End of logging: 1.18
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 60 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0367-C01
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/21/2012 4:44:00 PM
Date Completed: 5/22/2012 5:10:00 PM
River Mile: 11.16
Sample ID
12E-0367-C1AS
Sample
Interval
0 - 0.5
PID
(ppm)
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 3.2 ft
Recovery Depth: 3.5 ft
Processed Length: 2.8 ft
Water Depth: 9 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
0
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723594.9
Easting (NJSPNAD83): 594237.7
River Bottom Elevation NGVD: ft
Weather: Rain
Logged By: HAJP
QC By: KvN/HAJP
Sediment Description
OL
SILT, little organics, (10YR 3/1) very dark gray, non plastic, very
soft, saturated
SM
fine silty SAND, (10YR 3/1) very dark gray, medium dense to
dense, wet
ML
Native silty CLAY, (5YR 4/2) dark reddish gray, medium plasticity,
medium stiff to stiff, wet
0
10/23/12 22:23 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
1
2
End of logging: 2.8
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 61 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0367-C05
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/21/2012 6:00:00 PM
Date Completed: 5/22/2012 5:55:00 PM
River Mile: 11.16
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 2.5 ft
Recovery Depth: 2.6 ft
Processed Length: 0.5 ft
Water Depth: 9.1 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
10/23/12 22:23 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
OL
12E-0367-C5AS
0 - 0.5
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723594.6
Easting (NJSPNAD83): 594239.5
River Bottom Elevation NGVD: ft
Weather: Rain
Logged By: HAJP
QC By: KvN/HAJP
Sediment Description
SILT, little fine sand and clay, (10YR 3/1) very dark gray, low
plasticity, soft, wet, little organics.
0
End of logging: 0.5
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 62 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0368-C04
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/21/2012 1:26:00 PM
Date Completed: 5/22/2012 12:20:00 PM
River Mile: 11.18
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 3 ft
Recovery Depth: 3 ft
Processed Length: 2.2 ft
Water Depth: 11.3 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
USCS
OL
10/23/12 22:24 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
12E-0368-C4AS
12E-0368-C4BS
12E-0368-C4CS
0 - 0.5
0.5 - 1.5
1.5 - 2.2
0
0
0
0
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723622
Easting (NJSPNAD83): 594334
River Bottom Elevation NGVD: ft
Weather: Rain
Logged By: HAJP
QC By: KvN/HAJP
Sediment Description
SILT, trace fine sand and organics, (10YR 3/1) very dark gray,
non plastic, very soft, saturated, little hydrocarbon-like sheen on
water.
0
0
OL-ML
clayey SILT, trace fine sand, (5YR 4/2) dark reddish gray, low
plasticity, very soft, wet, interbedded native red-brown silty clay
and dark brown clayey silt, some coarse rounded gravel 1.1-1.4 ft
bgs.
SM
fine to medium silty SAND, trace coarse gravel, (5YR 3/2) dark
reddish brown, dense, wet, native red-brown fine silty sand with
interbedded dark brown fine-medium silty sand, plastic bag 1.45-2
ft bgs.
1
0
2
End of logging: 2.2
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 63 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0368-C06
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/21/2012 2:16:00 PM
Date Completed: 5/22/2012 3:07:00 PM
River Mile: 11.18
Sample ID
10/23/12 22:24 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
12E-0368-C6AS
12E-0368-C6BS
Sample
Interval
0 - 0.5
0.5 - 1.5
PID
(ppm)
0
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 2.9 ft
Recovery Depth: 2.85 ft
Processed Length: 2.37 ft
Water Depth: 11.2 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723624
Easting (NJSPNAD83): 594333.2
River Bottom Elevation NGVD: ft
Weather: Rain
Logged By: HAJP
QC By: KvN/HAJP
USCS
Sediment Description
OL
SILT, trace clay and organics, (10YR 2/1) black, low plasticity,
very soft, saturated, concrete fragment at surface, little
hydrocarbon-like sheen on water.
SM
fine to medium silty SAND, trace organics, (10YR 3/1) very dark
gray, medium dense, wet, coal slag at 0.3.
OL-ML
silty CLAY, (5YR 3/1) very dark gray, low plasticity, medium stiff to
stiff, wet, native red-brown silty clay interbedded with dark brown
clayey silt, lense of red-brown silty fine sand at 1.4.
ML
Native silty CLAY, (5YR 4/2) dark reddish gray, medium plasticity,
very stiff, wet
SM
Native fine silty SAND, (5YR 3/1) very dark gray, dense, wet,
native red-brown rounded cobble at 2.18-2.37.
1
2
End of logging: 2.37
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 64 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0369-C01
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/21/2012 3:04:00 PM
Date Completed: 5/22/2012 9:00:00 AM
River Mile: 11.2
Sample ID
10/23/12 22:24 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
12E-0369-C1AS
12E-0369-C1BS
Sample
Interval
0 - 0.5
0.5 - 1.5
PID
(ppm)
0
0.2
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 3.1 ft
Recovery Depth: 3.2 ft
Processed Length: 2.75 ft
Water Depth: 8.8 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723647.2
Easting (NJSPNAD83): 594430.2
River Bottom Elevation NGVD: ft
Weather: Rain
Logged By: HAJP
QC By: KvN/HAJP
USCS
Sediment Description
OL
SILT, little fine sand and clay, (10YR 2/1) black, low plasticity,
soft, wet, little organics.
SM
fine to medium SAND, some silt, (10YR 4/2) dark grayish brown,
dense, wet, lenses of clayey silt at 0.62, 0.71, 1.08 ft bgs, trace
coarse subangular gravel at 1.12 ft bgs, black staining 1.08-1.28 ft
bgs.
OL
SILT, some clay little fine sand, (10YR 4/1) dark gray, low
plasticity, medium stiff, wet, slight HC odor, coal slag at 1.55 ft
bgs.
ML
silty CLAY, (5YR 3/2) dark reddish brown, medium plasticity, stiff,
wet, transitional zone to native red-brown silty clay.
0
0
1
2
12E-0369-C1CS
1.5 - 2.75
0
0
0
End of logging: 2.75
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 65 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12E-0369-C02
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR RM 10.9 Addendum A
Project Number: 60270961.P205
Client: Cooperating Parties Group
Date Started: 5/21/2012 3:28:00 PM
Date Completed: 5/22/2012 11:17:00 AM
River Mile: 11.2
Sample ID
10/23/12 22:24 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\NJD980528996_2.GPJ :: NJD980528996
12E-0369-C2AS
12E-0369-C2BS
12E-0369-C2CS
Sample
Interval
0 - 0.5
0.5 - 1.5
1.5 - 2.51
PID
(ppm)
1.0
0
0
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in in
Penetration: 3 ft
Recovery Depth: 3 ft
Processed Length: 2.59 ft
Water Depth: 8 ft
Field
Field Depth
Graphic
H2S
Hg
Range
Log
(ppm) (mg/m3) (ft bgs)
0
0
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723648.4
Easting (NJSPNAD83): 594430.2
River Bottom Elevation NGVD: ft
Weather: Rain
Logged By: HAJP
QC By: KvN/HAJP
USCS
Sediment Description
OL
SILT, little fine sand and clay, (10YR 2/1) black, low plasticity,
soft, wet, slight HC odor, trace organics, some black staining
throughout.
SM
fine to medium SAND, some silt, (10YR 4/2) dark grayish brown,
dense, wet, slight HC odor, black staining 1.35-1.54 ft bgs, coal
slag 1.5-1.54.
OL
SILT, some clay little fine sand, (10YR 3/1) very dark gray, low
plasticity, medium stiff, wet, slight HC odor, lense of brown fine to
medium silty sand 1.85-1.88 ft bgs, red-brown cobble 2.25-2.5 ft
bgs.
ML
Native silty CLAY, (5YR 4/2) dark reddish gray, medium plasticity,
stiff, wet
0
0
0
1
2
End of logging: 2.59
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 66 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
Core ID: 12A-0481-C2
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR LRC SSP
Project Number: 60139067.P302
Client: Cooperating Parties Group
Date Started: 2/6/2012 11:52:00 AM
Date Completed: 2/6/2012 4:47:00 PM
River Mile: 11.24
4/25/12 16:00 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\2012 SSP\BORING LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
12A-0481-C2AS
Sample
Interval
0 - 0.5
PID
(ppm)
0.4
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in
Penetration: 4 ft
Recovery Depth: 3.75 ft
Processed Length: 0.5 ft
Water Depth: 11.8 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
0
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723725.94
Easting (NJSPNAD83): 594639.62
River Bottom Elevation NGVD: ft
Weather: sunny cold
Logged By: HJones/EFyock
QC By: kd
USCS
Sediment Description
OL
clayey SILT, trace fine sand trace fine gravel, (10YR 2/1)
black, low plasticity, soft, wet, subangular gravel, slight HCLO,
plastic debris @ 0.15'
0.006
End of logging: 0.5
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 67 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
AB
3.0
21.0
0.34
Core ID: 12A-0481-C3
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR LRC SSP
Project Number: 60139067.P302
Client: Cooperating Parties Group
Date Started: 2/6/2012 12:16:00 PM
Date Completed: 2/6/2012 3:50:00 PM
River Mile: 11.24
4/25/12 16:00 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\2012 SSP\BORING LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in
Penetration: 4 ft
Recovery Depth: 3.55 ft
Processed Length: 3.04 ft
Water Depth: 12.3 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
12A-0481-C3AS
0 - 0.25
0
0
0.008
12A-0481-C3BS
0.25 - 0.5
0.4
0
0.005
12A-0481-C3CS
0.5 - 0.75
0
0
0.003
12A-0481-C3DS
0.75 - 1
0.4
0
0.004
USCS
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723728.76
Easting (NJSPNAD83): 594637.84
River Bottom Elevation NGVD: ft
Weather: sunny cold
Logged By: CDay/HJones
QC By: kd
Sediment Description
SM
fine to medium silty SAND, trace coarse gravel, (10YR 3/1)
very dark gray, medium dense, wet, large tile fragment @
0.15'
OL
clayey SILT, (10YR 2/1) black, low plasticity, soft to medium
stiff, wet, some black staining and slight HCLO 0.5-2.16', glass
fragments @ 0.6', large sticks @ 1.9', cobble surrounded by
thin layer of red-brown silty fine sand @ 2.15-2.35'
CL
silty CLAY, (5YR 5/2) reddish gray, medium plasticity, soft,
moist, trace rounded gravel @ 2.8-2.9'
1
12A-0481-C3ES
1 - 1.25
0.4
0
0.004
12A-0481-C3FS
1.25 - 1.5
0.2
0
0.005
12A-0481-C3GS
1.5 - 1.75
0
0
0.006
12A-0481-C3HS
1.75 - 2
0
0
0.003
2
12A-0481-C3IS
2 - 2.25
0
0
0.004
12A-0481-C3JS
2.25 - 2.5
0.1
0
0.007
3
End of logging: 3.04
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 68 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
AB
3.04
21.6
0.19
Core ID: 12A-0481-C4
250 Apollo Drive, Chelmsford, MA 01824
T 978.905.2100 F 978.905.2101
Page: 1
Project Name: LPR LRC SSP
Project Number: 60139067.P302
Client: Cooperating Parties Group
Date Started: 2/6/2012 12:36:00 PM
Date Completed: 2/6/2012 4:19:00 PM
River Mile: 11.24
4/25/12 16:00 - J:\WATER\PROJECTFILES\P120\12182_PASSAIC\DATA\DATABASE\EQUIS\OUTPUT\2012 SSP\BORING LOGS\NJD980528996.GPJ :: NJD980528996
Sample ID
Sample
Interval
PID
(ppm)
Drilling Contractor: Ocean Surveys, Inc.
Drilling Method: Vibracore/lexan liner
Diameter: 3.5 in
Penetration: 4 ft
Recovery Depth: 3.9 ft
Processed Length: 3.1 ft
Water Depth: 11.9 ft
Field Field Depth
Graphic
H2S
Hg Range
Log
(ppm) (mg/m3) (ft bgs)
12A-0481-C4AS
0 - 0.5
0.5
0
0.005
12A-0481-C4BS
0.5 - 1.5
0
0
0.005
12A-0481-C4CS
1.5 - 2.41
0.4
0
0.004
Location: Newark, NJ, USA
Northing (NJSPNAD83): 723724.27
Easting (NJSPNAD83): 594634.5
River Bottom Elevation NGVD: ft
Weather: su1
Logged By: HJones/EFyock
QC By: kd
USCS
Sediment Description
OL
clayey SILT, trace fine gravel trace fine sand, (10YR 2/1)
black,, very soft to medium stiff, wet, low to med plasticity,
trace organics at surface, large rock @ 0.5-0.6', black HC-like
staining and slight HCLO 0.5-1.42'
SM
fine to medium silty SAND, some fine gravel, (10YR 2/1)
black, dense, wet, subangular gravel, rock frag @ 1.42-1.53'
OL
clayey SILT, (7.5YR 3/1) very dark gray, medium plasticity,
medium stiff, wet, slight HCLO, transition zone w/ some black
HC-like staining throughout
CL
silty CLAY, (5YR 4/2) dark reddish gray, medium plasticity,
medium stiff, wet
SM
fine silty SAND, (5YR 3/1) very dark gray, dense, wet,
homogeneous
1
2
3
End of logging: 3.1
Remarks:
Preliminary Draft – For Discussion Purposes Only
Privileged and Confidential - Prepared at the Request of Counsel
Appendix B, p. 69 of 266
Segment ID
Length (ft)
Weight (lbs)
Water Height (ft)
AB
3.10
23.8
0.36
Appendix B, p. 70 of 266
Appendix B, p. 71 of 266
Appendix B, p. 72 of 266
Appendix B, p. 73 of 266
Appendix B, p. 74 of 266
Appendix B, p. 75 of 266
Appendix B, p. 76 of 266
Appendix B, p. 77 of 266
Appendix B, p. 78 of 266
Appendix B, p. 79 of 266
Appendix B, p. 80 of 266
Appendix B, p. 81 of 266
Appendix B, p. 82 of 266
Appendix B, p. 83 of 266
Appendix B, p. 84 of 266
Appendix B, p. 85 of 266
Appendix B, p. 86 of 266
Appendix B, p. 87 of 266
Appendix B, p. 88 of 266
Appendix B, p. 89 of 266
Appendix B, p. 90 of 266
Appendix B, p. 91 of 266
Appendix B, p. 92 of 266
Appendix B, p. 93 of 266
Appendix B, p. 94 of 266
Appendix B, p. 95 of 266
Appendix B, p. 96 of 266
Appendix B, p. 97 of 266
Appendix B, p. 98 of 266
Appendix B, p. 99 of 266
Appendix B, p. 100 of 266
Appendix B, p. 101 of 266
Appendix B, p. 102 of 266
Appendix B, p. 103 of 266
Appendix B, p. 104 of 266
Appendix B, p. 105 of 266
Appendix B, p. 106 of 266
Appendix B, p. 107 of 266
Appendix B, p. 108 of 266
Appendix B, p. 109 of 266
Appendix B, p. 110 of 266
Appendix B, p. 111 of 266
Appendix B, p. 112 of 266
Appendix B, p. 113 of 266
Appendix B, p. 114 of 266
Appendix B, p. 115 of 266
Appendix B, p. 116 of 266
Appendix B, p. 117 of 266
Appendix B, p. 118 of 266
Appendix B, p. 119 of 266
Appendix B, p. 120 of 266
Appendix B, p. 121 of 266
Appendix B, p. 122 of 266
Appendix B, p. 123 of 266
Appendix B, p. 124 of 266
Appendix B, p. 125 of 266
Appendix B, p. 126 of 266
Appendix B, p. 127 of 266
Appendix B, p. 128 of 266
Appendix B, p. 129 of 266
Appendix B, p. 130 of 266
Appendix B, p. 131 of 266
Appendix B, p. 132 of 266
Appendix B, p. 133 of 266
Appendix B, p. 134 of 266
Appendix B, p. 135 of 266
Appendix B, p. 136 of 266
Appendix B, p. 137 of 266
Appendix B, p. 138 of 266
Appendix B, p. 139 of 266
Appendix B, p. 140 of 266
Appendix B, p. 141 of 266
Appendix B, p. 142 of 266
Appendix B, p. 143 of 266
Appendix B, p. 144 of 266
Appendix B, p. 145 of 266
Appendix B, p. 146 of 266
Appendix B, p. 147 of 266
Appendix B, p. 148 of 266
Appendix B, p. 149 of 266
Appendix B, p. 150 of 266
Appendix B, p. 151 of 266
Appendix B, p. 152 of 266
Appendix B, p. 153 of 266
Appendix B, p. 154 of 266
Appendix B, p. 155 of 266
Appendix B, p. 156 of 266
Appendix B, p. 157 of 266
Appendix B, p. 158 of 266
Appendix B, p. 159 of 266
Appendix B, p. 160 of 266
Appendix B, p. 161 of 266
Appendix B, p. 162 of 266
Appendix B, p. 163 of 266
Appendix B, p. 164 of 266
Appendix B, p. 165 of 266
Appendix B, p. 166 of 266
Appendix B, p. 167 of 266
Appendix B, p. 168 of 266
Appendix B, p. 169 of 266
Appendix B, p. 170 of 266
Appendix B, p. 171 of 266
Appendix B, p. 172 of 266
Appendix B, p. 173 of 266
Appendix B, p. 174 of 266
Appendix B, p. 175 of 266
Appendix B, p. 176 of 266
Appendix B, p. 177 of 266
Appendix B, p. 178 of 266
Appendix B, p. 179 of 266
Appendix B, p. 180 of 266
Appendix B, p. 181 of 266
Appendix B, p. 182 of 266
Appendix B, p. 183 of 266
Appendix B, p. 184 of 266
Appendix B, p. 185 of 266
Appendix B, p. 186 of 266
Appendix B, p. 187 of 266
Appendix B, p. 188 of 266
Appendix B, p. 189 of 266
Appendix B, p. 190 of 266
Appendix B, p. 191 of 266
Appendix B, p. 192 of 266
Appendix B, p. 193 of 266
Appendix B, p. 194 of 266
Appendix B, p. 195 of 266
Appendix B, p. 196 of 266
Appendix B, p. 197 of 266
Appendix B, p. 198 of 266
Appendix B, p. 199 of 266
Appendix B, p. 200 of 266
Appendix B, p. 201 of 266
Appendix B, p. 202 of 266
Appendix B, p. 203 of 266
Appendix B, p. 204 of 266
Appendix B, p. 205 of 266
Appendix B, p. 206 of 266
Appendix B, p. 207 of 266
Appendix B, p. 208 of 266
Appendix B, p. 209 of 266
Appendix B, p. 210 of 266
Appendix B, p. 211 of 266
Appendix B, p. 212 of 266
Appendix B, p. 213 of 266
Appendix B, p. 214 of 266
Appendix B, p. 215 of 266
Appendix B, p. 216 of 266
Appendix B, p. 217 of 266
Appendix B, p. 218 of 266
Appendix B, p. 219 of 266
Appendix B, p. 220 of 266
Appendix B, p. 221 of 266
Appendix B, p. 222 of 266
Appendix B, p. 223 of 266
Appendix B, p. 224 of 266
Appendix B, p. 225 of 266
Appendix B, p. 226 of 266
Appendix B, p. 227 of 266
Appendix B, p. 228 of 266
Appendix B, p. 229 of 266
Appendix B, p. 230 of 266
Appendix B, p. 231 of 266
Appendix B, p. 232 of 266
Appendix B, p. 233 of 266
Appendix B, p. 234 of 266
Appendix B, p. 235 of 266
Appendix B, p. 236 of 266
Appendix B, p. 237 of 266
Appendix B, p. 238 of 266
Appendix B, p. 239 of 266
Appendix B, p. 240 of 266
Appendix B, p. 241 of 266
Appendix B, p. 242 of 266
Appendix B, p. 243 of 266
Appendix B, p. 244 of 266
Appendix B, p. 245 of 266
Appendix B, p. 246 of 266
Appendix B, p. 247 of 266
Appendix B, p. 248 of 266
Appendix B, p. 249 of 266
Appendix B, p. 250 of 266
Appendix B, p. 251 of 266
Appendix B, p. 252 of 266
Appendix B, p. 253 of 266
Appendix B, p. 254 of 266
Appendix B, p. 255 of 266
Appendix B, p. 256 of 266
Appendix B, p. 257 of 266
Appendix B, p. 258 of 266
Appendix B, p. 259 of 266
Appendix B, p. 260 of 266
Appendix B, p. 261 of 266
Appendix B, p. 262 of 266
Appendix B, p. 263 of 266
Appendix B, p. 264 of 266
Bulk Density for RM 10.9 Removal Area Sediment Core Samples
Lower Passaic River Study Area Location ID
Core Number
Core
1
Segment
Bulk Density
(g/cm3)
11B‐0310
11B‐0310
11B‐0310
11B‐0310
11B‐0310
11B‐0311
11B‐0312
11B‐0312
11B‐0312
11B‐0313
11B‐0313
11B‐0314
11B‐0314
11B‐0314
11B‐0314
11B‐0316
11B‐0316
11B‐0316
11B‐0318
11B‐0318
11B‐0318
11B‐0319
11B‐0319
11B‐0319
11B‐0322
11B‐0322
11B‐0322
11B‐0322
11B‐0322
11B‐0323
11B‐0323
11B‐0323
11B‐0325
11B‐0325
11B‐0325
11B‐0326
11B‐0326
11B‐0326
11B‐0327
11B‐0327
11B‐0327
11B‐0329
11B‐0329
11B‐0329
11B‐0330
11B‐0330
11B‐0330
11B‐0331
11B‐0331
11B‐0331
11B‐0331
11B‐0331
11B‐0333
C1
C3
C5
C1
C3
C1
C1
C2
C2
C2
C2
C1
C2
C3
C1
C2
C4
C4
C1
C2
C1
C1
C2
C2
C2
C3
C4
C2
C3
C1
C3
C1
C1
C2
C1
C1
C2
C1
C1
C2
C2
C2
C3
C3
C2
C4
C2
C1
C2
C3
C1
C2
C2
A‐B
A‐B
A‐B
B‐C
B‐C
B‐C
A‐B
A‐B
B‐C
A‐B
B‐C
A‐B
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
A‐B
B‐C
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
A‐B
B‐C
B‐C
A‐B
1.18
1.20
1.19
1.26
1.30
1.92
1.16
1.21
1.25
1.26
1.77
1.27
1.29
1.31
1.25
1.16
1.23
1.49
1.19
1.19
1.47
1.85
1.81
1.60
1.26
1.20
1.25
1.36
1.32
1.63
1.66
1.77
1.28
1.26
1.62
1.54
1.58
1.65
1.42
1.41
1.69
1.31
1.25
1.54
1.69
1.69
1.52
1.77
1.56
1.78
2.05
2.06
1.18
Appendix B, p. 265 of 266
Bulk Density for RM 10.9 Removal Area Sediment Core Samples
Lower Passaic River Study Area Location ID
Core Number
Core
1
Segment
Bulk Density
(g/cm3)
11B‐0310
11B‐0310
11B‐0333
11B‐0333
11B‐0334
11B‐0334
11B‐0334
11B‐0335
11B‐0335
11B‐0335
11B‐0338
11B‐0338
11B‐0338
11B‐0339
11B‐0339
11B‐0339
11B‐0340
11B‐0340
11B‐0340
11B‐0343
11B‐0343
11B‐0343
11B‐0344
11B‐0344
11B‐0344
11B‐0350
11B‐0350
11B‐0350
11B‐0351
11B‐0351
11B‐0351
C1
C3
C3
C2
C1
C3
C1
C2
C3
C2
C1
C3
C1
C3
C4
C3
C1
C2
C1
C1
C2
C1
C1
C1
C2
C1
C1
C3
C3
C3
C4
A‐B
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
B‐C
A‐B
B‐C
A‐B
A‐B
B‐C
A‐B
A‐B
1.18
1.20
1.15
1.46
1.78
1.61
1.93
1.66
1.49
2.00
1.21
1.23
1.37
1.12
1.20
1.33
1.19
1.20
1.27
1.17
1.18
1.45
1.23
1.33
1.15
1.50
1.29
1.28
1.40
1.43
1.47
Notes:
g/cm3 = grams per cubic centimeter
1
Core Segment Depth Intervals: A-B (0 to 1.5 ft) and B-C (1.5 to 2.5 ft)
Appendix B, p. 266 of 266